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HomeMy WebLinkAbout2022-06-02 TPC Planning Report TPC 3601 Thurston Avenue N, Suite 100 (1 Anoka, MN 55303 Ck_ � Phone: 763.231.5840 Facsimile: 763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Eric Johnson FROM: Scott Richards DATE: June 2, 2022 RE: Oak Park Heights — Ridgecrest Oak Park Heights I — Popeyes Planned Unit Development — General Plan, Conditional Use Permit for Drive Thru Restaurant and Signage, and Design Guidelines/Site Plan Review— 13523 60th Street North TPC FILE: 236.02 — 22.03 BACKGROUND Lawrence BenBassett of Oak Park Chicken has made an application for Planned Unit Development-General Plan, Conditional Use Permit for Drive Thru Restaurant and signage, and Design Guidelines/Site Plan Review at 13523 60th Street North. The lot was previously part of the Eagles Club property. It is situated at Highway 36 and Norell Avenue North. The site was planned to be redeveloped with two buildings, one which is a Panera Bread with a drive thru that was approved in June of 2018. The second lot, to the south of the Panera Bread is proposed for a Popeyes Restaurant. The Planned Unit Development allowed for a multi building shopping/restaurant development with joint signage, access, and parking. The site is zoned B-4 Limited Business District that allows retail and restaurant development. EXHIBITS The review is based upon the following submittals: Exhibit 1: Project Narrative Exhibit 2: Letter from Trent Mayberry, Told Development Co. Exhibit 3: Cover Sheet (C000) Exhibit 4: Existing Conditions— Demo Plan (C100) Exhibit 5: Site Plan (C200) Exhibit 6: Grading Plan (C300) Exhibit 7: Erosion Control Plan (C301) Exhibit 8: Erosion Control Plan Details (C302) Exhibit 9: Utility Plan (C400) Exhibit 10: Landscape Plan (C500) Exhibit 11: Details (C600) Exhibit 12: Details (C601) Exhibit 13: Photometric Plan (C700) Exhibit 14: Site Survey (1 of 1) Exhibit 15: Norell Avenue North Plan with Site Connection Exhibit 16: Monument Sign Plan Exhibit 17: Menu Sign Details (AS2.1) Exhibit 18: Trash Enclosure Plan (AS2.2) Exhibit 19: Building Materials Board (A5) Exhibit 20: Floor Plan/Equipment Plan (A2) Exhibit 21: Exterior Elevations (A5) Exhibit 22: Exterior Elevations (A5.1) Exhibit 23: Popeyes Color Elevations (4 pages) Exhibit 24: Report of the City Arborist Exhibit 25: Report of the City Engineer PROJECT DESCRIPTION The Project Narrative for Ridgecrest Oak Park Heights II is found as Exhibit 1. The Parikh Network is proposing a 2515 SF Popeyes Restaurant located on a 0.88 acre parcel located at the southwest corner of 60th Street and Norell Avenue in Oak Park Heights, Minnesota. The parcel is Lot 2 of the Ridgecrest Oak Park Heights development. Lot 2 is situated directly south of Lot 1 which contains an existing Panera Bread restaurant. The proposed restaurant will include construction of a new drive thru lane, minor revision to parking and sidewalk, site lighting, landscaping, and a new dumpster enclosure. The majority of the existing parking lot will remain unchanged with the development and provide adequate parking for the restaurant. A total of 39 spaces, including two accessible spaces will be provided with the project. Original plans for the overall Ridgecrest development from 2018 included a 6,720 square SF retail building with no drive thru lane on Lot 1. As part of that project, an underground detention vault was provided beneath the parking lot to provide stormwater detention for the planned retail building. Rain gardens were also incorporated in the landscape island to provide water quality for the project. Based on these previously provided stormwater systems, additional stormwater detention and water quality features have not been provided with the Popeyes project. Proposed storm sewer added with the project will tie into the underground detention system. Utility stubs for sanitary sewer and watermain have been provided on the east side of Lot 2 for use by the proposed restaurant. Proposed electric and gas will connect directly to the existing facilities within the Norell Avenue right-of-way. 2 Per the City Code, the project will require a Conditional Use Permit due to the proposed drive thru lane, which includes a site plan review, public hearing, and City Council approval. The project will incorporate a dual drive thru lane to minimize stacking distance. Based on the location of the restaurant, stacking will be limited to the project site without potential for back-up on 60th Street North during peak operational periods. Direct access to Norell Avenue is not provided with the project so any interruption of existing traffic movements along that road is not expected either. ISSUES ANALYSIS Comprehensive Plan. The property is designated as Commercial on the Proposed Land Use Map. The use of the site as restaurant buildings is consistent with the Comprehensive Plan. Zoning. The property is zoned B-4 Limited Business District that allows retail and restaurant use as a permitted use. Developments with joint signage, access and parking require a Planned Unit Development overlay. The Concept and partial General Plan phases of the process were completed in June of 2018 with approval of the development including the Panera Bread. A General Plan approval is now required for the Popeyes Restaurant. A conditional use permit has been requested to allow a drive thru for the Popeyes Restaurant. Section 401.301.E of the Zoning Ordinance provides the review criteria for this request. The drive thru as designed complies with the criteria. Subdivision. The property has been subdivided as Ridgecrest Oak Park Heights I with one lot for each of the two buildings. As indicated, the Popeyes Restaurant is on Lot 2. Setbacks. Building setbacks required in the B-4 District are a 40-foot front yard setback, 10-foot side yard setback and 20-foot rear yard setback. The Planned Unit Development would allow flexibility in the setback requirements. The proposed building would be 38 feet to the Norell Avenue right of way, 25 feet to the property line to the north, and 53 feet to the south property line. The building is adequately setback from the property lines and consistent with the original Concept Plan. All parking and drive aisles must be set back at least ten feet from the property line. The drive thru lane setback to the south property line is at the narrowest point five feet. The Planning Commission should comment on the proposed setbacks. Traffic Circulation/Curb Cuts. The site is accessed by 60th Street North at the north side of the property and 59th Street to the south that is currently under construction. This access is shared with the office building to the west. The plan shall be subject to review by the Fire Marshal for emergency vehicle access. Pedestrian Access. There is an existing sidewalk on the south side of 60th Street North and additional sidewalk access will be provided as part of the 59th Street project. 3 Parking. The following table provides an analysis of proposed and required parking spaces. Building Parking Requirements and Calculation Required Spaces Lot 1 Building Shopping Center: 6 Spaces per 1,000 24 Square Feet 4,500 x .9 = 4,050/ 166 = 24 Lot 2 Building Shopping Center: 6 spaces per 1,000 14 Square Feet 2,515x .9 = 2,263/ 166 = 14 TOTAL 38 Per ordinance, based upon the shopping center parking requirements and the size of the buildings, the site would require 38 parking spaces. The proposed site plan indicates a total of 83 spaces, 44 spaces on Lot 1 and 39 stalls on Lot 2. There are cross easements for parking and access throughout the development. The plans indicate two disability stalls adjacent to the front entrances of the proposed building, which will be adequate for Popeyes. Drive-Thru for Restaurants. The Popeyes building has been designed with dual order lanes for the drive thru. The lanes would allow for a vehicle at each order board and four cars in the stacking area. That will be adequate for most hours of operation, but at times stacking may occur in the parking lot. The plans include a canopy structure and the menu board for each order lane. The restaurant drive thru requires a conditional use permit and the final plans for the directional signs, menu boards, the canopies and associated lighting will be subject to review by the City. Snow Storage. The plans do not indicate an area for snow storage. The applicant shall indicate where the snow is to be stored. Snow storage shall not interfere with parking stalls. Landscaping. The submitted landscape plan is subject to City Arborist review and approval. City Arborist comments are found as Exhibit 23. Lighting. The lighting plan indicates the locations of the parking lot and site fixtures. The lighting specifications indicate that the fixtures to be used in the parking lot will be full cut off and LED. The maximum height of the pole and fixture is not to exceed 25 feet as per the Zoning Ordinance. The building light fixtures will be required to be compliant, full cut off fixtures. The photometric plan has been provided and is consistent with the requirements of the Zoning Ordinance. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.6.7 of the Zoning Ordinance as it relates to lighting requirements. 4 Trash Storage. The plans show the location and design of a trash enclosure. The material colors will be required to match the building. Mechanical Screening. The plans for the Popeyes indicate that the parapet walls are designed to screen the mechanical equipment. All mechanical equipment shall be required to be screened as provided in accordance with the Zoning Ordinance requirements. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans are subject to review and approval by the City Engineer. Storm water issues are also subject to review and approval by the Brown's Creek Watershed District. Signage. Freestanding Skin. The plans indicate one proposed monument sign. The Ordinance allows for one freestanding sign per lot and two additional freestanding signs on the same lot if constructed as a monument. The freestanding signs will need to be setback at least five feet from the property lines. The proposed monument sign is eight feet in height and two square feet in width with a sign area of 3.75 square feet each on two sides. It is adequately set back from Norell Avenue. The monument sign is required to be landscaped at the base. Wall Signage. The Zoning Ordinance would allow for three wall signs, each on a separate façade for the Popeyes building. The elevation plans indicate multiple signs including logo signs on three facades. The Ordinance would allow a total of 150 square feet of wall signage. Staff recommends that one sign per façade be allowed, with the choice of the sign at the discretion of the Applicant if the total wall signage not exceed 150 square feet or 80 square feet per sign. If a sign is not placed on the rear façade, two signs may be placed on one of the facades. This recommendation is consistent with other sign approvals in the Highway 36 corridor. The fourth sign can be allowed through Conditional Use Permit/Planned Unit Development approvals. The Planning Commission should discuss this request. Sign Illumination. The signs will be required to comply with the Zoning Ordinance lighting requirements. Staff will approve the lighting specifications for the signs at the time of permitting. The sign and order board lighting should be designed such that only the text and logo portions of the signs are to be lit at night. The sign background will need to be dark. Design Guidelines. Architectural Guidelines. 5 Facade Treatments The façades feature differences in materials, strong vertical and horizontal elements, and a varied roof line to provide architectural interest. Ground Level Expression The building is one story with visibility to Highway 36. The building will be constructed such that the brick, windows and detailing will be featured on each elevation other than the rear that faces Norell Avenue. Improvements with detailing and materials should be made to that elevation. Transparency The Design Guidelines requires at least a 20 percent glass on ground floor, street facing facades. The Popeyes building will feature glass of 28.4 percent on the front side, the west elevation; 22 percent on the entrance side, the south elevation; 2.5 percent on the drive thru side, the north elevation; and 0.8 percent on rear side, the east elevation facing Norell Avenue. The Planning Commission should comment on the rear façade facing Norell Avenue. Although transparency requirements may not be met, the appearance of the façade should be improved with additional detailing and use of materials. Entries The building features prominent entries with canopies. Roof Design The roof of the building features varying parapet heights to break up the roofline. The rooftop mechanical equipment will be completely screened within the parapet of the buildings. The building is one story and less than 35 feet in height. Building Materials and Colors The Applicant has provided color elevations for review. The primary building materials of both buildings are Nichiha fiber cement brick and wood, EIFS and painted metal canopies. A building material sample exhibit has been provided. Franchise Architecture The building is a franchise design, but the design and materials comply with the Design Standards. Site Design Guidelines Building Placement The buildings is well placed on the site and will be a prominent feature of the intersection at 59th Street North and Norell Avenue. 6 Parking Areas The parking area is landscaped with perimeter plantings as well as plantings within the parking lot. Storm water Stormwater will be addressed by the City Engineer. Pedestrian and Common Space Adequate pedestrian access is provided to the building entrances. There is no outside seating planned for this restaurant. Landscaping Building perimeter plantings are provided for the building. Trees/Shrubs The trees and shrubs used in the landscape plan shall be subject to the review and approval of the City Arborist. Utilites/Service/Loading/Drive-Through/Storage Areas Addressed elsewhere in the planning report. Lighting Addressed elsewhere in the planning report. Signage Addressed elsewhere in the planning report. Pedestrian/ Bicycle Routes A bike rack will be required for the building. The Applicant should identify a location. CONCLUSION / RECOMMENDATION Subject to the preceding review, City staff recommends approval of the following listed requests for a Popeyes at 13523 60th Street North, subject to the conditions that follow: • Planned Unit Development - General Plan • Conditional Use Permit for Drive Thru Restaurant and Signage • Design Guidelines/Site Plan Review 1. The Planning Commission should comment on the drive thru lane setback of five feet from the south property line. 2. The final plans for the menu boards, canopies and associated lighting shall be subject to review and approval of the City. 7 3. Any proposed directional signage shall be subject to review of the City and can only include the name and logo of the business. 4. The site plan shall be subject to review and approval of the Fire Marshal. 5. All grading, drainage, erosion control, utility plans, and access driveways are subject to review and approval of the City Engineer. Storm water plans are also subject to review and approval of the Brown's Creek Watershed District. 6. The Applicant shall provide a snow removal plan or indicate if the snow will be hauled off site. 7. The landscape plan shall be subject to the review and approval of the City Arborist. All required landscape plan details shall be submitted to the satisfaction of the City Arborist. 8. All mechanical equipment on the roof or on the site shall be fully screened in accordance with the provisions of the Zoning Ordinance. 9. All light fixtures shall be full cut off, compliant with the height requirements, and be consistent with Section 401.15.B.7 of the Zoning Ordinance as it relates to lighting requirements. The maximum height of the parking lot poles and fixtures is not to exceed 25 feet as per the Zoning Ordinance. 10.One wall sign per façade be allowed, with the choice of the sign at the discretion of the Applicant if the total wall signage not exceed 150 square feet or 80 square feet per sign. If a sign is not placed on the rear facade, two signs may be placed on one of the facades. 11.AII signs, the order boards and canopies shall be designed to comply with the Zoning Ordinance requirements for internal illumination. 12.The monument sign shall be landscaped at the base. A plan shall be provided subject to City Arborist review and approval. 13.The Planning Commission shall comment on the building design and building materials. Improvements with detailing and materials to the rear façade that faces Norell Avenue shall be provided subject to Planning Commission review. 14.A bike rack should be identified on the site plan and placed on site. pc: Julie Hultman 8 05/09/2022 Popeyes Oak Park Heights,MN—Project Narrative Cij( The Parikh Network is proposing a 2515 SF Popeyes Restaurant located on a 0.88 acre parcel located at the southwest corner of 60th Street North and Norell Avenue in Oak Park Heights, Minnesota. The existing parcel is Lot 2 of the Ridgecrest Oak Park Heights development. Lot 2 is situated directly south of Lot 1 which contains an existing Panera Bread restaurant. The proposed restaurant will include construction of a new drive thru lane, minor revisions to parking and sidewalk,site lighting, landscaping,and a new dumpster enclosure. The majority of the existing parking lot will remain unchanged with the development and provide adequate parking for the restaurant. A total of 39 spaces, including 2 accessible spaces will be provided with the project. Original plans for the overall Ridgecrest development from 2018 included a 6,720 SF retail building with no drive thru lane on Lot 1. As part of that project, an underground detention vault was provided beneath the parking lot to provide stormwater detention for the planned retail building. Rain gardens were also incorporated in the landscape islands to provide water quality for the project. Based on these previously provided stormwater systems, additional stormwater detention and water quality features have not been provided with the Popeyes project. Proposed storm sewer added with the project will tie into the underground detention system. Utility stubs for sanitary sewer and watermain have been provided on the east side of Lot 2 for use by the proposed restaurant. Proposed electric and gas will connect directly to the existing facilities within the Norell Avenue right-of-way. Per the City Code,the project will require a Conditional Use Permit due to the proposed drive thru lane, which includes a site plan review, public hearing,and City Council approval. The project will incorporate a dual drive thru lane to minimize stacking distance. Based on the location of the restaurant,stacking will be limited to the project site without potential for back-up on the 60th Street North during peak operational periods. Direct access to Norell Avenue is not provided with the project so any interruption of existing traffic movements along that road is not expected either. RECEIVED MAY 1 0 2022 TOLD DEVELOPMENT COMPANY RECEIVED MAY 10 2022 April 13, 2022 Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd N. Oak Park Heights, MN 55082 RE: Development Application — Oak Park Chicken, LLC Dear Mr. Johnson, Please accept this letter as notice that Ridgecrest Oak Park Heights I LLC authorizes Oak Park Chicken, LLC to proceed with their Development Application to the City of Oak Park Heights for land owned by us next to Panera Bread. Should you require any additional information, please let me know. Sincerely, Trent Mayberry Vice President 200 Southdale Center Edina, Minnesota 55435 TEL 952.278.9000 FAX 952.278.7574 SITE IMPROVEMENT PLANS POPEYES -OAK PARK HEIGHTS, MINNESOTA NORELL AVENUE NORTH AND 60TH STREET NORTH OAK PARK HEIGHTS, WASHINGTON COUNTY, MINNESOTA MAY 2022 THE PARI KH NETWORK 100 MENLO PARK MALL, SUITE 500 EDISON, NJ 08837 CONTACT: ED BAKSH EMAIL: ED.BAKSH@PNRESTAURANTS.COM 1815 South Meyers Road Suite 950 W o o L P E g T Oakbrook Terrace, IL 60181 T 630424.9080 FAX: 630.495.3731 SITE PLAN his 1 �2 or VICINITY MAP N c. Wfron�ape RJ O ♦9�M1 NM1 9x Lwp Sfll�b�N VNx�SMbtN 1 SSNSIN um se wm stxz RECEIVED MAY 10 2022 SHEETINDEX • - m/io/a 0000 W - m/10/4 C100............ .......... EXISIWG CONDITIONS - DEW PLY! TenpRW C cm ...................... TpwpdV • - 0/!am 3 GRIDMG PUN • - 0/10,13 =1 ............. _........ EROSION CONTROL PIAN � 4 EROSIW CONTROL OETNtS • - 0/1P/3z _. I1TItRY PUN _....... VNOSfAiPE PLMI wsrmtry.8e wryf+v.8a C1506..._ ................. DETNLS • - 0,to/a O 5gt..SN • - 04/10M 006 ...................... sc�,N fW�bIN Roo SITE LOCATION S C � $0P 31x $9NSIhy 3 �� I � S9ingN S5 en' N c. Wfron�ape RJ O ♦9�M1 NM1 9x Lwp Sfll�b�N VNx�SMbtN 1 SSNSIN um se wm stxz RECEIVED MAY 10 2022 SHEETINDEX • - m/io/a 0000 W - m/10/4 C100............ .......... EXISIWG CONDITIONS - DEW PLY! • - m/i0/33 cm ...................... SIZE %AN • - 0/!am 1306 ...................... GRIDMG PUN • - 0/10,13 =1 ............. _........ EROSION CONTROL PIAN C]6L_.................... 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THE CONTRACTOR SHAL RE RESPONSIBLE FOR DETERMINING THE PRESENCE AND LOCATION OF THE EXISTING UTUTES IND REPARNIG AMY DAMAGE DOLE TO THE UTUTIES DURING PROBING OR CONSTRUCTION. 2, CAL GOPHER STATE ONE CALL (1-600-252-1166) OR 611 FOR EIODT LOCAHON OR UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHAL COORDINATE GOTH UTl COMPANIES FOR THE RELOCATION OF UTILITIES ON SITE OR CROSSING THE SITE TO SERVICE AD.MCENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SEWNG FACILITIES OCCUPIED AND USED NT OWNER OR OTHERS, WRING OCCUPIED HOURS, EXCEPT WHEN PERMITTED W OTHERS. A. DEUOUSH AND COMPLETELY REMOE FIRM WE. EWSTING UNDEROROUND UTIU I INDICATED TO BE REMOVED. COOTICINATE GOTH UTUIY COMPANIES FON SHUT-OFF OF SERVICES. N ONES ARE ACTIVE. 5. EXSTNC PAVEMENT AND CONCRETE PAVEMENTS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF IN A UEGA WARNER, 6. WTERML CREATED AS A RESULT OF WUYNG DEMOLITION S1 BE REMOVED FROM THE SITE AID DSPOSEO OF IN A UEG& BANNER. 7. IT IS THE RESPON51&LIIY OF THE CONTRACTOR TO REMOVE ALL MUD. DIRT. GRAVEL. ATN ANY OTHER WTERIAL9 TRACKED ONTO MY PUBLIC OR PRIVATE STREETS OR SIOEWA . TIE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AMORNE OUST TO A REQUIRED MINIMUM. B. PAVEMENT DMMED WE N THE REMOVA. OF EXISTING CURB SHALL BE SAWCUT, REMOVED AND REPLACED IN KNID. 9. A NU DEPTH SAWCNT SHAT. SE PRONDED IN ALL AREAS WHERE PROPOSED PAVEMENT OR CIMS AMD CUTTER MEETS EXISTING PAVEMENT. 10. CONTRACTOR TO VERFY LOCATIQN AIN ELEVATION OF BENCHIR PRIOR TO THE START OF CONSTRUCTION. BENCHMARKS: THE B OF ELEVATIONS HEREON IS - 1) SCRIBED 'X' IN THE SOUTH SIDE OF uGNT POLE BAST 30S FEET EAST OF PAERA BUILDING. ELEVATION - 939.05 FEET 2) TOP OF TOP NUT OF FIRE HYDRANT IN THE NORTH I D OF PARKING LOT. ELEVATON - 9M.15 FEET TRE EXISTING CONDITIONS SHOWN ARE BASED UPON A 5W PREPMEU BY LEONARD F, CMLSON AND CATED 03/17/22. 15 - Know whars below. Call before you dig. 0 20 w TA GRAPHIC SCALE IN FEET Z ? � JQ U)( a Z=oo O IL i W IL W w 'o O WYw� N Z �QzM _O >IL a 3 H 0 Y If 3 Q o o Z 0. T, O U B W w N " ' L7 HW W o Z O N a. w oP, ��, 1_x. — — _ _ — — — _ _ _ T — — i I I I I I I PROPOSED SRE MFA 2.27 ACRES 1I — { 1 I RLSi NINE OF TRACT B. 2,515 SO. FT. RS NO ST h WEST 61 ■ I LINE OFLOi 1. BW2, IN WPL-MT AWN 60,4W SO. FT. IMPERVId1S MEA pOO O Im b PROPOSED PERCENT IBPEIMOUS 60 E MFA PROPOSED IMPERVIOUS MFA 60.665 50. PA w DAT& 19 SPACES FRONDED W ACCESSIBLE SPACES REWIRED 4 ACCESSIBLE SPALL` PROVIDED 4 NE CORNER OF LOT 1. BUN 2. Wk -HART ADEN OVERALL SITE DATA PROPOSED SRE MFA 2.27 ACRES BUILDING m7k OINOMTES BUILDING MFA 2,515 SO. FT. OIGINALLY PERMRIED PERCENT 61 ■ NPEEMOUS AREA Offla LY PONWEED 60,4W SO. FT. IMPERVId1S MEA pOO O Im b PROPOSED PERCENT IBPEIMOUS 60 E MFA PROPOSED IMPERVIOUS MFA 60.665 50. PA w DAT& 19 SPACES FRONDED W ACCESSIBLE SPACES REWIRED 4 ACCESSIBLE SPALL` PROVIDED 4 LOT 1 SITE DATA PROPMED SIZE MFA 1.39 ACRE BUIONNG DAT& BUILONG AREA 4.500 SO. FT. PANNING DATA: $PACES PRCAWD u ACCESSIBLE SPACES REWIRED 2 ACCESSIBLE SPAEES PROVIDED 2 LOT 2 SITE DATA PRCP05ED SINE ARF/. O.BB ACRES BUILDING MTA: BUILDING .RFA 2,515 W. FT. PINKING MT& SPACES PROVIDED 39 MCESSTBLE SPACES REQUIRED 2 AL'CESUIHE S%CES PROVIDED 2 SITE KEY NOTES NO. DESCRIPTION O 'STOP' SIGN. RI -1 O 24' WIDE STOP BM, TRAFFIC WHITE PNNT O ACCESSIBLE PINKING SKIN O ACCESSIBLE PARKING SYMBOL 0 ACCESSIBLE RNP WITH DETECTABLE WIANING ©ACCE U PARKING SPICES R THSR ACCESS A SHALL BEM MAX. SLDPE IN NL DIRECTIONS Oj PNM 4' WIDE SNNPES O 2'-0' O.C. O 4S ARGUE. TRAFFIC YEELOT PAINT O CURB AND CUTTER OBEGPI UO PROPOSED CURB AND GUTTER. SAWCUT EYIETNG CURB TO PROVIDE CLEAN CON$1NUCTpN JOINT. 10 CONCRETE TRANSFORMER PM 11 DUMPSTER ENCLOSURE (SFE ARCHITECTURAL PIANS) 1© UGM POLL UOCATKIN 1} DNECFONIIL AMON. TRAFFIC WHITE PAINT 14 CROSSMAK, PMR 12"' WOE 51RPE5 AT 2' O.C. CEWIERfD ON ENTRY. TRARIC WHINE PAINT 15 MINTED TRAFFIC YELLOW. ' D ZONE' AT IDU' O.C. 16 PNNIFD TRKFlC WIRE. 2' SRP DESH 1© 'DO NOT ENTER' SIGN iB MONUMENT SKIN 19 CONCRETE BOlURDS ® CONCRETE S' WNK SITE NOTES 1. Nl pMENSMS, RIEN AND COONONATES ARE TO BACK OF CURB WHERE APPUUJ3lE. NL RADII SHNL BE 4' UNLESS INOCATEO OTHERWISE. 2. Ill PAVEMENT WPoONG SIMLL BE YELLOW IN COLOR UNLESS INDICTED OHERWIY. 3. ALL CURB B GUTTER SHNL BE 86.12, TJOSONE', UN E S NOTED OTHEINIM (SEE OE141S). 4. ADA DETECTABLE NIAOINGS/IRIINGTED CONES TO BE PROADED AT AOEIN X$ ON ETNIER $ICE OF EACH DRNEWAY CROSSING. 5. SEE ARCHTIECT I P FOR BUMDING OMENSIONS. 6. WHERE NEW MVEMENT 5 TO BE PAGED OVER CURBED 5UND$ THAT HAVE BEEN REMOVED. CONEII R TO PRONDE AGGREGATE BASE N BINDER COURSE MATCHING TM EXISTING PAVEMENT SECTro WON TO PLACEMENT OF SURFACE CWRSE. T. CONTRACTOR TO PERFORM PAVEMENT RESTORATION FOR IOL BUR -DING FOOTING$ AND URLR'( INSTALLATIONS. CONTRACTOR TO PROVIDE B' AGGREGATE BASE. 3' BINDER COURSE. AND 1.5' "FACE COURSE OR WTCH THE EXISTING PAVEMENT SECRON. WHICIEWR IS GREATER. B. MUS OF PAVEMENT R6TOUTON SIMl1 BE PROOF ROLLED TO DEIEIiMHNE IF FULL DEPTH RESTORATION 6 REQUIRED OR P ONLY THE B Np WTERUL 6 TO BE REPLACED. BENCHMARKS: THE BLSI$ OF ELLVATIONS HEREON 6 - 1) SCRO D'H' W IN THE SNH SIDE OF M UGPOLE WE 30s fEET EAST OF PMEM BUILDING. EEEVATION . 939.05 EWE 2) TOP O TOP NUT OF FIRE MDRMT N THE NORTH ISLAND OF PARKING LOT. ELEVATION a 938.5 FEET THE EXISTING CONDNNONS SHOWN ARE MSED UPON A SURVEY PREPARED BY LEONARD F. CARLSON AND DATED 03/17/22. • Know whars below. Call berme you dig. 0 20 40 60 GRNNOC SCNE IN FEET C200 SITE LEGEND N UGHT DUTY PAAOA M -SEE DETAILS FOR OINOMTES PAVEMENT COLIPOSRION ...©..,.. INCIGAIFS HGAW DUTY PAVEMENT -SEE DETNLS FOR PAVEMENT COLWOSfNON INCCATES NEW CONCRETE PAVEMENT/SIOEWNK-SEE DCTMS PER PAWJENT COMPOSITION pOO O Im b UGNT POLES EXISTING CURD AND GUTTER POSNINE SLOPED CURB NEGATNE SLOPED CURB 19 INIDCATES ROW PMMW COUNT 100 PACE INOCATE$ PANKING TOTAL FOR SURROUNDING MEA — - - — PFOPERTY BOUNDARY SITE KEY NOTES NO. DESCRIPTION O 'STOP' SIGN. RI -1 O 24' WIDE STOP BM, TRAFFIC WHITE PNNT O ACCESSIBLE PINKING SKIN O ACCESSIBLE PARKING SYMBOL 0 ACCESSIBLE RNP WITH DETECTABLE WIANING ©ACCE U PARKING SPICES R THSR ACCESS A SHALL BEM MAX. SLDPE IN NL DIRECTIONS Oj PNM 4' WIDE SNNPES O 2'-0' O.C. O 4S ARGUE. TRAFFIC YEELOT PAINT O CURB AND CUTTER OBEGPI UO PROPOSED CURB AND GUTTER. SAWCUT EYIETNG CURB TO PROVIDE CLEAN CON$1NUCTpN JOINT. 10 CONCRETE TRANSFORMER PM 11 DUMPSTER ENCLOSURE (SFE ARCHITECTURAL PIANS) 1© UGM POLL UOCATKIN 1} DNECFONIIL AMON. TRAFFIC WHITE PAINT 14 CROSSMAK, PMR 12"' WOE 51RPE5 AT 2' O.C. CEWIERfD ON ENTRY. TRARIC WHINE PAINT 15 MINTED TRAFFIC YELLOW. ' D ZONE' AT IDU' O.C. 16 PNNIFD TRKFlC WIRE. 2' SRP DESH 1© 'DO NOT ENTER' SIGN iB MONUMENT SKIN 19 CONCRETE BOlURDS ® CONCRETE S' WNK SITE NOTES 1. Nl pMENSMS, RIEN AND COONONATES ARE TO BACK OF CURB WHERE APPUUJ3lE. NL RADII SHNL BE 4' UNLESS INOCATEO OTHERWISE. 2. Ill PAVEMENT WPoONG SIMLL BE YELLOW IN COLOR UNLESS INDICTED OHERWIY. 3. ALL CURB B GUTTER SHNL BE 86.12, TJOSONE', UN E S NOTED OTHEINIM (SEE OE141S). 4. ADA DETECTABLE NIAOINGS/IRIINGTED CONES TO BE PROADED AT AOEIN X$ ON ETNIER $ICE OF EACH DRNEWAY CROSSING. 5. SEE ARCHTIECT I P FOR BUMDING OMENSIONS. 6. WHERE NEW MVEMENT 5 TO BE PAGED OVER CURBED 5UND$ THAT HAVE BEEN REMOVED. CONEII R TO PRONDE AGGREGATE BASE N BINDER COURSE MATCHING TM EXISTING PAVEMENT SECTro WON TO PLACEMENT OF SURFACE CWRSE. T. CONTRACTOR TO PERFORM PAVEMENT RESTORATION FOR IOL BUR -DING FOOTING$ AND URLR'( INSTALLATIONS. CONTRACTOR TO PROVIDE B' AGGREGATE BASE. 3' BINDER COURSE. AND 1.5' "FACE COURSE OR WTCH THE EXISTING PAVEMENT SECRON. WHICIEWR IS GREATER. B. MUS OF PAVEMENT R6TOUTON SIMl1 BE PROOF ROLLED TO DEIEIiMHNE IF FULL DEPTH RESTORATION 6 REQUIRED OR P ONLY THE B Np WTERUL 6 TO BE REPLACED. BENCHMARKS: THE BLSI$ OF ELLVATIONS HEREON 6 - 1) SCRO D'H' W IN THE SNH SIDE OF M UGPOLE WE 30s fEET EAST OF PMEM BUILDING. EEEVATION . 939.05 EWE 2) TOP O TOP NUT OF FIRE MDRMT N THE NORTH ISLAND OF PARKING LOT. ELEVATION a 938.5 FEET THE EXISTING CONDNNONS SHOWN ARE MSED UPON A SURVEY PREPARED BY LEONARD F. CARLSON AND DATED 03/17/22. • Know whars below. Call berme you dig. 0 20 40 60 GRNNOC SCNE IN FEET C200 a 8 C ------- ----------------- -- -- -- 3 INV -930.98 I I I I I .ted STORM STRUCTURE TABLE GRADING LEGEND - EXISTING BOUNDMI' _ _ - _ _ PROPOSED BWNDMY EKISIBIG b' -90}- EXISTING 1' C01110UR -_______-_010. _. - _. - EXISTING 5' CONTOUR WNIIOLE 903 PROPOSED 1' CONTOUR X910-� PROPOSED 5' CIXAWR PROPOSED STORY DTWIN - - - - - - - - - CONSIRUCTION UNITS -ti- MECION OF FLOW y OVERLAID ROW ROUTE ■ PROPOSED CATCH BASIN 12' . ITMIM (IAS PROPOSED CURB INLET • PROPOSED STORM MANHOLE 12' . 95339 (SE) 12' - TIMM (N) FgOPOSED RAREO END SECTION 9 PROPOSED CLEANOUT 0 BENLHIMN POSi1NE STOPED CUM 12-- 933-5 (NE)12' NECATNE SLOPED CURB 1 INDICATES DETAIL LOCATION > (DETAIL NUMBER/DETAIL SHEET) PROPOSED STORM STRUCTURE CALLOUT PROPOSED ELEVATIONS LEGEND x49ME ELEVATION AT TOP OF CURB r40MM ELEVATION AT ROW ME .� ELEVATION AT TOP OF PAVEMENT ,4-M-M:M ELEVATION AT GRADE »oMKM ELEVATION AT TOP OF SIAM r*�M ELEVATION AT TOP DF W" r® TOP DF CA511NG (MM M ROM UNE) ELEVATION r9�1 ELEVATION TO WATCH EXISTING GRIM EXISTING ELEVATIONS LEGEND A�900.00 TC TOP Oi CASTING (PoM Op FLOW LINE) ELEVATION -- 900.00 SPOT ElEVA1KKJ STORM STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM/GRATE INVERT 1.0 EKISIBIG b' 939.5) 10' - 93].1) (N�9.'r)� WNIIOLE 12' - 933.1) (SW) 12'. TIMM (SW) 1.1 CURS WET 939.95 12- . 933.22 (10 12' . ITMIM (IAS 1.2 CUM NIST 938.3 12' . 95339 (SE) 12' - TIMM (N) 1.3 CATCH BASN 9]8.50 12' - 933.42 (S) 12-- 933-5 (NE)12' 1.4 CURB UNLET 939.95 - 9 Ri (W) 12' - 933.3 (E) 1.5 CUIB INLET TIMM 12' - 933.3 (N) 12- - 933.w M 1.6 CATCH Ml4O 93930 lY .93].71 (s) 1.7 CURB INLET TIMM 12' - 93381 (E) IA Glgl 9ASN mm 12' - 9333- (NI) 12' - 903.M (SE) BENCHMARKS: THE 8155 OF EL£VATNRI6 HEREON 5 - 1) -I- N THE SOUTH SIDE OF LIGHT POLE BASE 303 FEET EAST OF PMm BUILDING. a ATION - 939.05 FEET 2) TOP O< TOP NUT OF HTE HVDRANI N THE NORM SLMD OF PMKNG LOT. ELEVATION . 938.45 FEET THE EKSFNG CONgfIONS SHOWN ME &SED UPON A SNNE1' P Mm BT LEONARD F WILSON AND MTED 03/17/22. Knowwhars below. Call before you dig. 0 20 AO M GWHIC SCALE IN FEET C300 2 0 J e -.9 33 v N \ r EXISTING RESTAURANT IJI 4.500 SF Nsg I jiL I EXISTING BUILDING J 1 I "RC — J CA S 5 � 11 2.945 SF (PROTorek /2124 ) y FEE 93 `IO 71 - -_ ---- ------ ---� - I ----ryN- 11 -41 I 0 I II 9� II 4 I I II EROSION CONTROL LEGEND — x —SILT FENCE ® STaBILIZEO CONSTRUCLON EBRLANCE 0 TEMPORARY CONSTRUCTION ENITMCE INLLT PROTECTION O CURB INLET PROTECTION a DOUBLE CURB INLET PROTEC10N "I EXISTING TREES TO BE PRESERVED WITH PRESERVATION FENCING RIP RAP (SEE DETAIL) EROSION CONTROL NOTES 1. SOL TRACKED OFT -ATE BY CONSTRUCTION VEHICLES SNALL BE RE110VEB FROM THE PAVEWENTS AS DEEMED NECESSMY BY THE WI ENGINEER AND SHLLL BE RETURNED TO THE SITE OR NSgSED OF IN AN APPROVED WANNER. 2. INLET PROTECTION SHALL BE REMOVED RATER THE SITE HAS BEEN PAVED AND ALL AREAS HAVE BEEN MULCHED/SEEDED. 3. CONTRACTOR SIMLL CLEW ANY SEDIMENT THAT COLLECTS N CHANNEL AND INLETS OR IS DEPOSRED ON-SRE PRIER TO REMCVAL OF EROSION CONTROL MEASURES. 4. EROSION CONTROL DORIES M SHOWN ME THE WI PRDTECTION REQUIREMENTS. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL THE STE IS PERMANENRY SFMIUZED. THE CONTRACTOR S REQUIRED TO INSTALL ADDITKK DEVICES FOR PROTECTION AT HIS EXPENSE M MINIMIZE EROSION PER LOLL REQUIREMENTS. 5. ALL EROAON CONTROL STRUCTURES SHELL BE INSPECTED AND M INDMUED AT LEAST ONCE EVERY T MTS AND WITHIN 24 HOURS OF A SIGNII RNNFA RECORDS OF THESE WISPECIDFIS AMD CORRECTNE ACTIONS TMEN SHALL BE WAINTMNED ON FILE N THE CONSfRIKTDN OFFICE G. CONTRACTOR SIWL PPEVENT SEdMEM FROM LEAVING THE SITE. 7. CONTRACTOR SHALL COMPLY WTTH ALL STATE AND LOYL ORDINANCES TIMT APPLY. 8, INSTALL ADDITIONAL CONTROL MF/SURES IF DEEMED NECESSARY BY ONSITE INSPECBON. 9. CONITMROR SHALL ESTMUSH PERWWENT SOIL STASLWTKW. 10. INLET PROTECTION SHALL BE AN INLET PROTECTOR mMUFACRNm BY MM_MAC 0R IPP NLEF HLTER OR APPROVED EOULL. 11. SCLL STOCKNLES GREATER THAN 10 CUBIC YMDS MUST BE LOCATED AT LEASE 25' FROM ROMWAYS. DRAINAGE C I_S. WERANDS. M. 12. ALL RIP IMP TO BE MN. B' D4WETER III GRAMTDN 3). 13. SIDE SLOBS 4:1 OR GREATER SHML BE STABILIZED WTIH AN EROSON CONTROL BLANKET BY THE SITE CONTRACTOR. EROSKKI CONTROL BLANKET SHALL BE TYPE SC150. STRAW/FIBER EROSION CONTROL BLANKET AS MANUFA RED BY NORM MERXAN GREEN COMPANY, OR M ENGINEER APPROVED EXI SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES 1. INSTALL PERIMETER SE/SC MEASURES SUCH M ALT PENCE AND A STABU2ED CONSTRUCTION ENTRANCE. 2. 0 LIMED MEAS OF THE SIZE WHERE COHSTRtDTiOFI ACTMTY HAS CEASED FOR MORE TFMFI 14 Mn SIMLL BE TIYPoRMILY SEEDED AND YMTERED. MNNTETMNCE FOR SE/SC MEMURES MUST OCCUR EVERY TWO WEEKS AND AFTER EVERY 0.5 -INCH OR GREATER RANFN EVENT. 3. INSTALL STORM SEWER. SMITHY SEWER. WATER AFD ASS 310D INLET MO OUTLET PRDTECDDB (SEE DEfM) 4. PERMANENTLY STABUZE OEIENTION BASINS WITH SEED AND EROSION CONTROL BLANKET 5. TEWI O RILY STM UM NL AREAS INCLUDING LDTS THAT HAVE REKNED TEMPORWh GRADE B. NSFALL CONCRETE AND /SpFMLT PAVEMENT 7. REMOVE ALL TEMPDRWY SE/SC MEASURES AREA SUMMARY TOTAL SNE MFA = ICM ACRES DISTURBED AREA %UO ACRES BENCHMARKS: ME BASS OF ELEVATIONS HEREON 5 - 1) SCRIBED 7X- N THE SOUM ADE OF UGHT POLE BAY JOt FEET FAST OF PMERA BUILDING. ELEVATKN - 939.05 FEET 2) TOP OF T01" NAR OF FIRE HYDRANT N THE NOITN SIMI OF FMI NG LOT. ELEVATKM - 938.45 FEET THE EXSIRIG CONORION9 SWWN ARE BASED UPON A SURVEY P XMED BY LEUIMD F. CMLSGN AND DATED 03/17/22. • Know whan below. Call before you dig. 0 20 40 60 GRAPHIC SCALE IN FEET CZ L aZQ= MO Q JC9W� a aw 2 O ~_ < z O LLA P, MW C Z a 2 N 2 �a a 3 O RQ o 2 2 aO�y O ?y qn N �W p IY mwa w O IL C301 EROSION CONTROL REQUIREMENTS FOR COMPLIANCE GENERAL STAPLE RECOMMENDATONS I WITH ERA'S GENERAL PERMIT FOR CONSTRUCTION ... pq r n 1. THE EROSION CONTROL MEASURES INCLUDED IN THE STORM WATER POUU ON PREVENTION PUN (GRADING/EROSION CONTROL PIAN AND EROSION CONTROL DEALS) SHAM BE INSTALLED PRIOR TO INTTAL LAND DISIURBANCE ACINRIES OR AS SOON AS PRWIICK S MENT SHAD. BE PREVENTED FROM d5C1ARGING FROM ME PROJECT SITE BY INSTALLING AND "WANING SILT PENCE STRAW BINES, SEDIMENT BASINS, ETC. AS SHOWN ON THIS PMN. IF SHOWN ON THESE PLANS. ENERGY—DSSIPATKN DEVICES ON EROSION CONTROL AT THE WiFALL OF TRE STORM SEWER SYSTEM SHALL BE INSTALLED AT ME TME OF THE CUNSIRUCTON OF ME OUTFALL 2. ME CONTRACTOR SHALL GONTRW WASTES. GARBAGE, DEBRIS. WASTEWATER. AND OTHER SUBSTANCES ON THE SIRE IN SUCH A WAY THAT THEY SHALL NOT BE TRNISPORIFD FROM ME SITE BY RE ACTON OF WINDS. STORM WATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL M MANAGEMENT OF A- WASTES AND UNUSED BUR -DING MATERIA.. APPROPRIATE TO THE NATURE OF THE WASTE OR "NERAL IS REQUIRED COMPLANCE S REWIRED WITH ALL STATE OR LO•AL REGUTATTONS REGARDING WAST DISPOSAL, SANITARY SEWER. OR SEATO SYSTEMS. 3. PUBLIC OR PRNATE ROADWAYS SHAL BE KEPT CHEMED OF ACCUMULATED SEDNEW. BULK CLEARING OF ACCUMULATED SEUNENT SHALL NOT INCLUDE FLUSHING ME AREA WITH WATER. CHEMED SEDIMENT SAW. SE RETURNED TO ME POINT OF LIKELY ORIGIN OR OTHER SURABIE =©esa®am©mee� ®.■u--oo_mm■■■ mo—u■■■■■■■■. I'm■■u__oo--■■■ ©■■o_____—■■. ___-______- LOGTION. SEDIMENT SRALL BE REMMI) AT ME END OF EACH WORKDAY. -" A - KENTUCKY BLUEGRASS O 13 LB$/AD. NIXED WITH PERENNAL MORASS O 30 LBS/A:. C t. ALL ON-SITE STORM GRAIN INLETS SHALL IE PROTECTEDASSHO AGVNST SEgMENTMTION WITH STRAW B KENTUCKY PLUS 2 TSS O 135 L85/MC MIXED WITH PEREMNAL MORASS O 45 NOTE: SALES, FlLTER FABRO. OR EOUNALEM BARRPCRS AS SHOWN ON MESE PLWS. LBS/AC. PLUS 2 TON/AC. . MULCH i. CHANNEL SSU` ESURLC!EON STARTS PATTERN R WITH 5. EXCEPT AS PREVENTED BY INCLEMENT WEAWER CONDITIONS. AL DISMRBED AREAS TO REMAIN L SPRING DA75 O IW IBS/N:. UNANEE?IONA STAPLES ON SOLI SLOPES AT PROJECTED WATER INACTIVE FOR MORE THAN 14 DAYS SWLL BE STABIUZED BY SEEDING, SODDING. MULCHING. D WHEAT OR CEREAL RYE O 150 LBS/Ac CMRING. OR BY OWER EWNADO EROSION CONTROL MEASURES WITHIN SEVEN (7) MIS SOD YULCX O 2 TONS/Ac. 2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN MA PERNENT SOIL STANUIiATION SHALT. BE PRONGED WITHIN T DAYS AFTER ENGRADE 5 FF SIRKATIOM NEEDED JUNE AND JULY EROSI°M CONTROL BLANKETS. STAPLE PATTERNS MAY VERY ESTARUSHED. w IRRIGATKN NEEDED FOR 2-3 WEEKS AFTER APPLYING SOWENDING UPON 500. TYPE AND AVERAGE RAINFALL 6. THIS EROSION CONTROL PLAN SHALL SE IMPIEMENTEU ON ALL DISTURBED MRFAS WITHIN THE RE 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE CONSTRUCTION SITE. A- MEASURES R&WANG EROSION CONTROL PRACTICES SWLL BE SCS `WATT( MANAGEMENT AND SEDIMENT CONTROL FOR URBANIZING MFRS. DRAINAGE MR LARGE AREAS 5 DIRECTED ONTO WE f INSTALLED UNDER ME GUIDANCE OF OU4ITED PERSONNEL IXPERIENCED IN EROSION CONTRA BLANKETS, STAPLE PATTERN •C• SHOULD BE URUZED. AND FOLLOWING WE PIANS AND SPECBIGTIIONS INCLUDED HEREIN. O t. EROSON CONTROL WT SHALL BE PULED ON AU- OSNRBED MEAS T. WRING ME PERIOD OF CONSTRUCTION) ACTNNY. AJL SEDIMENT BASINS AND OTHER EROSION o n CONTROL MEASURES SHALL BE "WANED BY ME CONTRACTOR. AT COMPLETION OF TYPICAL SOIL PROTECTION DETAIL r EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 3 I CONSTRUCTION. WE CONTACTOR S1 COORDINATE ME TRANSFER OF MAINTENANCE MI5 KIS RESPONSIBIUTES. B REQUIRED. WITH WE OWNER. MABTENANCE SHAM BE IN ACCORDANCE WITH N ME IWNOIS ENVIRONMENT& PROTECTION AGENCY STANDMOS AND SPECIFICATIONS FOR SOIL EROSM AND SEOWEM CONTROL 1987. AND THE STO AER PWUJt ON PREVENTION PI/No FOR THS PROJECT. E.. T IFI! -F F SLI. e O 2 N & .ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ILLINOIS PROTECTION AGEKY NPOES PERMIT FOR GENERA CONSTRUCTION AND ALL P IDS WILL • __. ae.. .w •.. . w O MEET OR E%CEED TFO% MQUID IN ME ILLINOIS URBAN MANUAL, r ¢ < W Ir Y m 9. DUSTING VEGETATION SNAIL BE PROTECTED AS MUCH AS PRMCRCAL. ^ a O O O V ° 0 10. AL ALL EROSION AND SMMENT CONTROLS SBE INSPECTED IN ACCORDANCE WHIT ME CONDITIONS OF MPUDABIE NPM PERMITS.o m IT n 11. A I TEMPO A CONTROL ER°SM AND SEGMENT CROL PRACTICES SHALL BE REMOVED AND DISPOSED OF WITHIN THIRTY DAYS MER FINAL SiTE STIJWUZAl10N S ACHIEVED OR AFTER WE TEMPORARY PRACTK:ES ARE NO LONGER NEEDED. TRIPPED SEDIMENT SNAIL BE PERMANENTLY 5 STABJZED TO PREVENT FURTHER EROSION. _DRIPUNEJ ` ¢ 12. TNS EROSION CONTROL PLAN MUST BE RETAINED ON-SITE AT ALL TIMES WRING ME PERIOD I DNPLNE urNi m - OF CONSTRUCTION. tI vI 13. BFOCKRUES OF SOL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE r I c. m 0 a mn u m (3) DAYS SHML M FURN9IED WITH EROSION AND SEDNENT CONTROL MEASURES (I.E. m PERIMETER SILT FENCE). STOCKPILES TO REMAIN IN PUCE FOR 21 DAYS OR MORE SHALL _ z i m RECEIVE TEMPORARY SEEDING. r O u IQi a 14, ACCESS TO RE CONSTRJCTION SUSHALL BE SBE UNITED TO ME STABIUZED CONSTRUCTION ORANGE PUGTIC FENCING F o ElIR/NCE ONLY. INSTALLED AT WE xo DRIPUNE. EE 15. IF GEWDEAIHG DEUCES ARE USED. DISCHARGE LOCATIONS SHALL BE PRDTECTD FROM FABRKL AI.CHO° LL -.:L MAINTENANCE GENERAL NOTES: MI- L' c EROSION. ALL PUMPm DISCHARGES SNAIL BE RWTV) THROUGH APPROPRIATELY DESIGNED .. SEDIMENT TRAPS OR BARNS. 1 INSPECT AT LEAST ONCE EVERY SEVEN CAEEAAR GUYS. � 6 °N ¢ 16. ANY SEDIMENT RUCHING WE STORM SEWER SYSTEM SHALL BE REMWFD FROM RE SEWER2 REPAIR PERIMETER BARRIERS IF DANCED. j J AND NOT FLUSHED DOWNSTREAM.11-1 - .a '.T 3 INSPECT FOR ORANGE FROM CONSTRUCTION EWIPIFM. ESC. O u U 1T. ANY ERODED SEDIMENT CAPTURED IN DDENIION, RETENTION, OR DEPRESSION STORAGE AREAS REPAIR WOUNDS SIMPLY E REMONNG DAMAGED flAR1( AND MOCD •.•• "tl •.. "."'. , •• •. `•• '� TISSUE. DO NOT USE TREE PAM. O F, I SMALL BE REMOVED BY ME APPUCANT BEFORE PROJECT CCMMPLETION. t LAS. CABLE AND BRACE ANY THUNK SIPLIIS. WEAN FORKS. AND IAROE s 1& WIND ERO5ON AND CONiROU1NG DUST ON ME PROJECT SITE SHALL SE ADONESSED BY USING _ ., .,.s ...... - w $ WE FOLLOWING MEMODS (OR APPROVED EQUAL):P, .o .. °. FREQUENT WATERING OF EKCAVATON AND FlLL AREAS. j b. PROVIDE GRAVEL OR PAVING AT ENTRANCE/ERF ERNM ES. PARKING EAS AND YRANST PATS. A :.,,„„ • 5 TREE PROTECTION DETAIL 8 v 19. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE ® ® IU'-C:fA••.tl ® ® ZZC j "WANED AND REPAIRED AS NEEOD TO ASSURE EFFECTIVE PERFORMANCE OF THEJR INTENDED G FUNCTION. o j 7 LE'LLLI :LIAR jRll-jIU6 EA'IPANE[ PLAN `jetl.L.''GEJ L'U"I(TFU;. TICK LLTC4!,_p-DIV PFDDUCFLEX'TDPNELE[NIW IFILTEPS ANC $PECIFID; TEMPOPAP. CAiIDN ORAVLNG LCI PROTECTION y y J 20. Al STORM SEWER FRAMES AND GRATES/LAOS SHALL BE MAKE° WITH *DUMP NO WASTE' AND o •DRMNS TO CREEK'. _ --_—.—`---y [ —..-- a..®: �-., j,.^ 29L S Q r 1'OFeewr - F 5 IF _ "". -- 1 ...�... Z , o J W Y w O ow 2 IT � aa 3 z M + a..1 O Y O P 8 iE"iIOIJ u- .I 1ILL F—F`.O ..1111 1 FTUL011 IwIy ` O U U = 1 41IIIM SE Y M ,iGv O Y Z wo. ce DIM w .slftPFITIW �Ni� M a O NEMA p WE. W F < N .t O . • i 'V fEl • ) rp+ MI„Ek YE[Ifl[P,Ibh MG V N 0 I] EL E R11c1v , - . . w•IN,baOME GUII[IIRi v W ---- .�vlNc,rluev:co. O"o O �a n LF, L _ `✓p r CETIO„ v £n° _ .�. ... „ ` a Iw11 . ll« iIXI."°'.s'bo,Ei'" ° w SHEEr N0. m IS z°DIET m"cvK I ua ion" 0 0 , AE%Mr F P� NRCS I ARCS IT e N a� 30 02 K,rA,IA, C3 30 - Icv_sr s �_ \nN I I I I I I I I I I I I I� I� la JT__. S' --� I - — 11,q 32i� 11 1 II sxv_ s usEv sr s II I� IG I IFb51■G HYDRANT DRAINAGE 1� AID UnIRV F/y'EMENi P D O PROPOSED Gly PUT OF °NS PARK I'm TS I�� I I IOGECREW I� PROPOSED CURB INLET ILizvFn sr ss z I PROPOSED CLEW OUT it PROPOSED FIRE 11 D . PROPOSED VALVE Ilw 1 n I IIyPI � /n I I I oip�°�I `4I 6IIINTOU71D 925 NV91580A nI NN5WW(PL(CP)) �?IIII�I'I II I �G IN I BTNMINOU$ IrII11 R A� IIII ® .� Y -e• PNC O 1.11E -}b'•/r cerlwETPI � II. PROPOSED STORM S UMRE GLLOIIT O1 PROPOSED WATER NNN SRWICRME CALLOUT © APPRO,[gNTEI ,Gri.TCNAOF d srDRu ]ENI = z I JT__. S' --� I - — 11,q 32i� 11 1 II sxv_ s usEv sr s I I� IG o 1„N ; DIG vx IFb51■G HYDRANT eS II 1 9A0° leis D O PROPOSED Gly $.': sr ss0 UT PROPOSED TELEPHONE _ Rry-923.44 I�� I I PROPOSED CAC BASIN I� PROPOSED CURB INLET • z I PROPOSED CLEW OUT it PROPOSED FIRE 11 D 1 DRAINAGE AND UDLItt EASEMENT \ I II N L � I I II I 5 I I I BT4� — � 910.98 �]— _>—PROPOSED Sv9TNTlf SEWFR PROPOSED SHJRM DRAM —YIIR I. FIST OF T 8, 1 5 RLS NO 5T kBREST ME OFF A ,.. BLL( z. DUAL-MNZ, NWN UE PRmO ELECTRIC —OE CE— PROPOSED OVERHEV) ELECTRIC D O PROPOSED Gly =�as'SN 82.9]5.44 --�— UT PROPOSED TELEPHONE _ Rry-923.44 Ol—PROPOSED OVERHFAp TELEPHONE ■ PROPOSED CAC BASIN ELEVATK)N - 93&15 FEET PROPOSED CURB INLET • PROPOSED "HOLE 1 PROPOSED CLEW OUT 1 �1 PROPOSED FIRE 11 D ® PROPOSED VALVE • 1190 n I IIyPI � /n I I I oip�°�I `4I 6IIINTOU71D 925 NV91580A nI NN5WW(PL(CP)) �?IIII�I'I II R6ESAURAN 00 SF } 1 _ I . �❑IIpI ; � i1 J IrII11 R A� IIII ® .� Y -e• PNC O 1.11E -}b'•/r cerlwETPI � II. . � - T 1 CONCRET- •••-••. ••••• !ORNISDPn�1ER PAw� Im 5 5 s' -e' PAc a 1. w I � 8' INV -900.18 11'-8' PVD O 1.00E '� I PROPOSED 8' IN✓ -929.5 ° II � I RESTAVRANt ELECIRMAL © li I � I 2515 SF m e METER Q I FEE -837.80 GAR METER t I 1.5' WATER S CE Td PROV10E,w 1.5 . TO EWRNNGGAATER WMA I II ® I ® I w I I it I II 1 ®I ® I I !— �AINAGE RN° UTNIry FZEWWT — I I s I I I I I W 1 I I I I CORNER OF LOT 1. 2. DUAL-NAAT ADO. E NIEPEPLM 11 11 Z 10 W 11 11 � IIII II II J W C 0 Z UTILITY NOTES 1. 2-4' SCHEDULE 40 PJC CONdRf FOR LOCATONS UNDER PROPOSED PAVEMENT. CONMACTOR TO COORDINATE 111111 UFTI Y PRONOER FOR ELECTRIC SMOCE AND TRNESFOR%O L ADDN. 2. CONTRALTOR TO COORDINATE WITH UDUW PRONDER FOR NATURAL GIS SEROCE 3. 1-4' SCHEDULE 40 PPC CONDUIT FOR LOCAFONS UNDER PROPOSED PAVEMENT. CONMALTOR TO COORDINATE WITH UDL PROVIDER FOR TELEPHONE SIMCE 4. SEE GRADING RAN, SHEET C300. FOR STORM SEWER OESM.N. SANITARY STRUCTURE TABLE UTILITY LEGEND — — — N — — — — PROPOSFD BOuueAxN �]— _>—PROPOSED Sv9TNTlf SEWFR PROPOSED SHJRM DRAM —YIIR WM— PROPOSED WATER MNN —LIE UE PRmO ELECTRIC —OE CE— PROPOSED OVERHEV) ELECTRIC D O PROPOSED Gly —UT UT PROPOSED TELEPHONE —OT Ol—PROPOSED OVERHFAp TELEPHONE ■ PROPOSED CAC BASIN ELEVATK)N - 93&15 FEET PROPOSED CURB INLET • PROPOSED "HOLE W PROPOSED CLEW OUT .• PROPOSED FIRE 11 D ® PROPOSED VALVE • PROPOSED VALVE VAULT 0 PROPOSED ELECT MANHOLE Ql PROPOSED TELEPI LONE NANH PROPOSED WATER PROTECTION AREA p® LIGHT POLES INDICATES DETAIL LOCATNWV ®j (OETNL NUMBER/DETAIL SHEM ® PROPOSED SANITARY SMUCIURE CALLgR ® PROPOSED STORM S UMRE GLLOIIT O1 PROPOSED WATER NNN SRWICRME CALLOUT © PROPOSED URLIII' CROSSING CALLDUT UTILITY NOTES 1. 2-4' SCHEDULE 40 PJC CONdRf FOR LOCATONS UNDER PROPOSED PAVEMENT. CONMACTOR TO COORDINATE 111111 UFTI Y PRONOER FOR ELECTRIC SMOCE AND TRNESFOR%O L ADDN. 2. CONTRALTOR TO COORDINATE WITH UDUW PRONDER FOR NATURAL GIS SEROCE 3. 1-4' SCHEDULE 40 PPC CONDUIT FOR LOCAFONS UNDER PROPOSED PAVEMENT. CONMALTOR TO COORDINATE WITH UDL PROVIDER FOR TELEPHONE SIMCE 4. SEE GRADING RAN, SHEET C300. FOR STORM SEWER OESM.N. SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT Al S W µWHOLE 9N." 950.05 (5) e• . 93D.05 q 1) SCRIBED '%' IN THE SOUTH SIDE OF L POLE BASE 303 11 I I FEET FAST OF PANOA BUILDING. W - 929.47 (W) A.2 CLEW OUT imm 5' - 929.47 q I PARKING LOT. II I ELEVATK)N - 93&15 FEET 8' . 9291] S) I THE D%ISTING CONDIRON9 SINTNN ARE RV FD UPON A SUNEY PREPARED W LEONARD F. CARLSON AND DATED 8' - 929.05 (W) A.3 EANRARV µWHOLE 935.01 5' - WAS (5) W - 927.13 (N) NOTE CONTRVCTOR TD CONSTRUCT 0 CIWE MANHOLE ON TOP OF THE EDST9n e' PPE ID(WRNC INVETEIS TO BE FIELD VFAIFIEO. I R I ,BENCHMARKS: I ,111E EYSIS OF ELEVAWNS HEREON IS - 1) SCRIBED '%' IN THE SOUTH SIDE OF L POLE BASE 303 11 I I FEET FAST OF PANOA BUILDING. II ELEVATION - 939.05 FEET II I 2) TOP OF TOP NIR OF RITE HYDFWT IN TIE NORM ISLAND OF II I PARKING LOT. II I ELEVATK)N - 93&15 FEET hl I I THE D%ISTING CONDIRON9 SINTNN ARE RV FD UPON A SUNEY PREPARED W LEONARD F. CARLSON AND DATED 03/17/22 • • Know wbaPs below. 0811 before you dig. 0 20 40 SO GRAPHIC SCALE IN FEET & -k9 0 0 y Z 2 N N ZH S z Q= o £ JC9w� Lu 'o z .< 13_ (L Q >(L< 3 Z �Q o J F F w Y (u y d Fwea mw " (L O a C400 E 3 mw aTr noenmadw.W w.eloxw.Is toxo. son NOTE SEE LMOSCME NOTES MR THE TREE TYPE OF MUWH MATERIAL TO USE K I Y .. sweseY 1wasnarIesesses. IW 254NMM fJ.N.nyN I's F�w.a�aeewr W.wnr.rww I Now I asa.slwswd xu...e w...d EVERGREEN SHRUB w a Z w n mww, awe.' cawwssu sww.ed ss<w. Mx.awe. r,eaew.• p .w6ew'sirrvwa' 9wmd x..wa MW LL, ou "N su.Wwww in ZS wn,..+ lowdesewwas, = a116. Nw6 f4Wwaw r.w F'samm.W asIMpRw I esnwL I fLLMaw GROUNDCOVER _ Uj nor, tsmwsiwr ]N9 I_ PERMANENT SED BLEND M FINE " FESCUE (FEST) MUNDIII REBEL. REBEL I. WR44M F, BONMZA MI OR EOUL in KENTUCKY BLUEGRASS (PU PM1FN56) MIDNIGHT. RUGBY d, MIDIRON VWETES OR M PURITY AND WX GERWIUTON gsi WEED FREE JF TFnCi B, k NE5 L BIH 2, ADDN &MB w51r1 1• 'a 10' bet back of curb and properly lira/right-of-way. 2. Buffer shad consist of combination of pant m rterbH, forcing, kma forme, or valla in draw, to pmdde year moa somemsg. Isolated Frn, mon Plnntiw- Deciduous as or amamental trees aro required 3 car Ns front anal enhance of addinns. uf Deciduous trews Mall be pantW a minimum f m 20 feet and oamerImesl Uea minimumof 13 feel from tM Gilding. {. Pelestion scale Mrub pantw *we within Us front walk ars eMwmged. 5 SfueDlml My outdoor storage, sellae, dries-firough or Miain, Ball a wreenLp as provided in d One Zoning ONiwnce ant located in In. aide or rear of to pinclde building. Loading Docls. driwe-through., truck pmaing. HVAC T. Mia ner esrvke funcllo eaen Mall ba�mcorporaln i into Uw design of Uw building o, w,esMd B' with rolls of design and material. similar to the principle budding. Laawape material Mall also M Incorporated to create a same, TMs wneaing will help Nat its N. 1 ad 9. 9. notes impacts of thews functions an fully contained. SggMOg: 10. 1) Pant material centers Mall not to located closer 11. Own Nree (3) feel from the, fence Tins or properly fins needMall nn us judgment fume CH aiot dmnstrMvlfionlanBlgs 12 2) When pant materials punted in two (2) or mon I3. e planUnge shall be 9. Mall in now. unless olhemi.. approved by the CIH administration. 3) Deciduous Wulami d Vess Mad W panted not mon Nan forty (40) feet apart. 14. 4) WT.ro mound, of pants or wraorh, ls Intended. large dwlduous Mrobn Mad not G ported mon Ind. four (4) feel on We,. and/o, .,. Mrube Mall 13 not to planted more Nan lures (3) feet on center. Mau Owned, Reeunsment., NI ground areas under Ne DulI roof overhang must be treat" with o dwonairm match and/or fcu dMswi panting. NI buildings must hesv an exterior water spigot to insure that Waw.pe malnt.... can be accompfished x0 � ��� cares ms TI< lrrt a uuw M.me.W m ug. LANDSCAPE NOTES N 1910 AND FROIECDNO e L INIDEROROUND UTU11ES, FROM TO NO, M RESNNSTBNM OF INE 1ANDBCME CONK 00, I TO INSVLAMIN, THE LANDSCIPE CONI UNI SHMl INSPECT SUB GRIDS. GENET SDE CONg1gNS, VERFY ELEVATIONS, MUIY R .IRIJSJI N, APPROVE TOFSdL PROVIDED BY DENERM. M,CTM AND OBSERVE THE SRE COHOTIDev, UNDER WHIGI THE 5 TO BE DONE NOTIFY' GENERAL CONTRACfIXt OF AHY 15FACfHLS. WORI( NOT PROM® UNTIL 51ACN OIONS HAVE BEEN EEN CORRECIFD AND ARE ALCEPIABLE TO THE SOME OONIRACIOR AND/OR CONSfRU RES ONSIMSq. RAL IND USTINDLYINDSCAKME S FROM D If✓F REWONSIBIF FOR wd. E%FRNG LTO I FROM REE Is WRING CFUNDING PRI SIIL CUNTRIDTOR TO INSTIL. CIES FROlEC1N)N iENGNO PRIM TO SITE NO IX. RRUB MD CROUNOSHRED BEDS RD BE Nl90HFD WffH A MINIMUM INCHES ES MlEU1 SHREDDED IUM OF T MULCH, IING NIXES TO BE DUG A MINIMUM M OF EE.CE THE WNDTH THE SIZE NE R001' BNL OF BOTH SHRUB NCD TREE ,WEND BACI(FlLL gIIH AND 1 PART Oli I BE REMOVED AND AND DEBRIS LWGER UME AND FERIAE TO BE DISMIBUlED FIRM TO IATMG SOD. KL DISFURBED MEAS (INCLUDING RIGHT -OF -WAIS) NOT RECEMNO PLWTNGS TO RECEIVE 4 INCHES OF TOPSOIL AND SODDED. SOD M BE DEUVERED FRESH (CUT ISS TION 24 HOURS PRIOR TO ARRMNG ON SIIE), WD IMMEDIATELY, ROLLED MO WATERED THOROUGHLY VAIN ONE HOUR OF INSfALLA1pN. ALL C16W0ES TO DESIGN MD/OR PUNT SUt6TRURONS TO BE AUMOITIZED BY LWDSCAPE M(;HITECT. NL PA saw ISLWDS M BE SERVED Up 6'-10w WDM CLEM MvFLE TOPSOIL PRIOR TD PLANTING. ALL LMDSG W SHALL BE INSTALLED IN CONFORMMCE WITH WS Z1W THE AMERICM STMMiD FOR NURSERY Vn=. MO THE IMMEDIATELY. EVERGREEN PLANTING DETAIL N,T.S. ag. a ffD1w16 m rmEor our caw 1 wolaae..neN xep�Nu A Imrt :..,. roof ,W In our ant+ raw =Nxaa �� SHRUB PLANTING N.T.S. BY IN THE FIRST 24 HOURS MD APPLY MULCH NOTE SEE LMOSCME NOTES MR THE 6 TYPE OF MUWH MATERIAL TO USE TREE PLANTING zq= _ _ N.T.S. o _ w a Z o TII�L �1 JI �PI EXISTING RESTAURANT EMIA 4.500 SF ZI qI l pl�ll r�J �utlll I' LL, ou "N 0 = " III III I � &MB w51r1 1• 'a 10' bet back of curb and properly lira/right-of-way. 2. Buffer shad consist of combination of pant m rterbH, forcing, kma forme, or valla in draw, to pmdde year moa somemsg. Isolated Frn, mon Plnntiw- Deciduous as or amamental trees aro required 3 car Ns front anal enhance of addinns. uf Deciduous trews Mall be pantW a minimum f m 20 feet and oamerImesl Uea minimumof 13 feel from tM Gilding. {. Pelestion scale Mrub pantw *we within Us front walk ars eMwmged. 5 SfueDlml My outdoor storage, sellae, dries-firough or Miain, Ball a wreenLp as provided in d One Zoning ONiwnce ant located in In. aide or rear of to pinclde building. Loading Docls. driwe-through., truck pmaing. HVAC T. Mia ner esrvke funcllo eaen Mall ba�mcorporaln i into Uw design of Uw building o, w,esMd B' with rolls of design and material. similar to the principle budding. Laawape material Mall also M Incorporated to create a same, TMs wneaing will help Nat its N. 1 ad 9. 9. notes impacts of thews functions an fully contained. SggMOg: 10. 1) Pant material centers Mall not to located closer 11. Own Nree (3) feel from the, fence Tins or properly fins needMall nn us judgment fume CH aiot dmnstrMvlfionlanBlgs 12 2) When pant materials punted in two (2) or mon I3. e planUnge shall be 9. Mall in now. unless olhemi.. approved by the CIH administration. 3) Deciduous Wulami d Vess Mad W panted not mon Nan forty (40) feet apart. 14. 4) WT.ro mound, of pants or wraorh, ls Intended. large dwlduous Mrobn Mad not G ported mon Ind. four (4) feel on We,. and/o, .,. Mrube Mall 13 not to planted more Nan lures (3) feet on center. Mau Owned, Reeunsment., NI ground areas under Ne DulI roof overhang must be treat" with o dwonairm match and/or fcu dMswi panting. NI buildings must hesv an exterior water spigot to insure that Waw.pe malnt.... can be accompfished x0 � ��� cares ms TI< lrrt a uuw M.me.W m ug. LANDSCAPE NOTES N 1910 AND FROIECDNO e L INIDEROROUND UTU11ES, FROM TO NO, M RESNNSTBNM OF INE 1ANDBCME CONK 00, I TO INSVLAMIN, THE LANDSCIPE CONI UNI SHMl INSPECT SUB GRIDS. GENET SDE CONg1gNS, VERFY ELEVATIONS, MUIY R .IRIJSJI N, APPROVE TOFSdL PROVIDED BY DENERM. M,CTM AND OBSERVE THE SRE COHOTIDev, UNDER WHIGI THE 5 TO BE DONE NOTIFY' GENERAL CONTRACfIXt OF AHY 15FACfHLS. WORI( NOT PROM® UNTIL 51ACN OIONS HAVE BEEN EEN CORRECIFD AND ARE ALCEPIABLE TO THE SOME OONIRACIOR AND/OR CONSfRU RES ONSIMSq. RAL IND USTINDLYINDSCAKME S FROM D If✓F REWONSIBIF FOR wd. E%FRNG LTO I FROM REE Is WRING CFUNDING PRI SIIL CUNTRIDTOR TO INSTIL. CIES FROlEC1N)N iENGNO PRIM TO SITE NO IX. RRUB MD CROUNOSHRED BEDS RD BE Nl90HFD WffH A MINIMUM INCHES ES MlEU1 SHREDDED IUM OF T MULCH, IING NIXES TO BE DUG A MINIMUM M OF EE.CE THE WNDTH THE SIZE NE R001' BNL OF BOTH SHRUB NCD TREE ,WEND BACI(FlLL gIIH AND 1 PART Oli I BE REMOVED AND AND DEBRIS LWGER UME AND FERIAE TO BE DISMIBUlED FIRM TO IATMG SOD. KL DISFURBED MEAS (INCLUDING RIGHT -OF -WAIS) NOT RECEMNO PLWTNGS TO RECEIVE 4 INCHES OF TOPSOIL AND SODDED. SOD M BE DEUVERED FRESH (CUT ISS TION 24 HOURS PRIOR TO ARRMNG ON SIIE), WD IMMEDIATELY, ROLLED MO WATERED THOROUGHLY VAIN ONE HOUR OF INSfALLA1pN. ALL C16W0ES TO DESIGN MD/OR PUNT SUt6TRURONS TO BE AUMOITIZED BY LWDSCAPE M(;HITECT. NL PA saw ISLWDS M BE SERVED Up 6'-10w WDM CLEM MvFLE TOPSOIL PRIOR TD PLANTING. ALL LMDSG W SHALL BE INSTALLED IN CONFORMMCE WITH WS Z1W THE AMERICM STMMiD FOR NURSERY Vn=. MO THE IMMEDIATELY. EVERGREEN PLANTING DETAIL N,T.S. ag. a ffD1w16 m rmEor our caw 1 wolaae..neN xep�Nu A Imrt :..,. roof ,W In our ant+ raw =Nxaa �� SHRUB PLANTING N.T.S. BY IN THE FIRST 24 HOURS MD APPLY MULCH z a J a LU z J NOTE SEE LMOSCME NOTES MR THE 6 TYPE OF MUWH MATERIAL TO USE TREE PLANTING zq= N.T.S. o _ w a Z o w�wz Q K D � 2 N LL, ou <; 0 = " a. 0 � ld a _ Uj LUo I_ 0- ow. O a i(Gww whafs below. SHEET No. Callbdomyou ap9. O 20 w C500 GRAPHIC SGLLE IN FEET z a J a LU z J 1 PAVEMENT. OEPASSED C� CURB l//3D V I/b MIN. :f5' SEE FILM COANTIPPEANTIC COMPOUND 1 4 3{ 5 e M;GREWTE SM-OASE CA -6 MNNFNN ASP T B' CONCRETE WRB SUAACE t//4YBOYE TOOLED fi' 1' IND TOOTED ROUND EDGE O SECNON 3111 - SUBGRAOE COMPICIION MNWAN 1/#- GUiTEN FI•W. SUAACE t;M . WIN.. 1 1 2- Djaw 1/4- WOE, WIN. 1 1 2' ..a. ., .. :. SEE PIAN 1/! MILE OSECiMkN 351 - AGGREGATE 815E CA -6 (8• WURSE - UGW OUTY) (12• COURSE - NEAW DUM INCWDING UNDER AND 1• BEYOND CMB. Q SECTION AM - NOT -MIX ASPRMT BINDER COURSE IL -19.0. N5p 'M GImER .. PAM y PAVEMb? ...6 •.. T .' LI t/2' 1/2D L1 1/2- 1/20 ..<. .', .• a' Jam• .°•' �y ., PAVEMENT © SECTION 403 - TMXE COAT O 0.05 TO 0.10 GAL/SY D °, • D ;: •. % .. v 2g O SECTION 406 - HOT -MO( ASPHALT WWAM COURSE MIX b•. 450 RE 3,14 -,!PER 6T OPE 3/4' _ FT 4 5' N 5• �FlLLRANUtFR II -IIB .e '.•'•' •LIr,•l t 2 J COMPACrEp COMPM: D AGGREGATE SUB -BASE G-6 AGGREGATE SUB-PASE G-6 :• 6x6 COMPACTED SUBGRME I WEIDFD ,MIRE PARKAS• O1 sMGRADE COMPAcw N DEPRESSED COMBINATION CURB k GUTTETE COMBMT QJ% 8 GUTTER _ OAGSw�� { AMY GENERA NOTES: 1. FMAEDBITUMINW6E%PANGICN JpMTNATERLLL WTMTWO(tl COATED SMOOTN DOKEL BNt6(LP {' REBAR CONE. AT TM } BOTTOM O I�IAVER • 6 x 6. W1.4 x W1.4 W.W.F. NOTES 1) ALL ITEM NUMBERS REFER TO STATE OF IWN05 OIPMMRXIC)WI GR EDCAP33HN BEPIACEDEVERYI5MU, TNEYSHM-A-... LACFDAT1DEITHER DIM SIM OFD NAGE SIRVCTURES. P. L.'S, RADIUS POINTS,AND MOKOFNL-DESACS. MENEVMDIONJONTSME .. © 4• GENII 4DO0 Y 2B MYS DEPAWMENT OF TRINSPORTATON. STANDARD SPECIFICATIONS CCN3IAUGTED NIJACENi iOE%I6rING LIWB ANO GViIER, TXE E%ISTNG LURE SHµLSE DNLLED.ANO TWOM6 FDR RAID ANDBROGE CONSTRUCTION. COATEDSMOOTX OONELBMSIS4'DWNElErta18'I SHALL BE GRpIREDIN PIACE 3REASECN55NNLBEPLACEO _ ONTHESIDEOFTIENMCURSM'DGUMT MD3HN.LHAVEAPINCHEDSTOPTUTWILLPRMICEAMINIMUM1' -III-III-III NOTES: E ANS10N, NOTES: 1. CONTRACTION JOINTS EVERY 5'-0• C/c, EXPANSION JOINTS EVERY 25'-0' W 1. TOpFDLONiRMlOWi30R6AWCVTS SxALL OE MOL3E EVERY I3 FEET. 3 GW MSHA MMMEWIIWNTWENIVFWRIINIHOUiSMNOSEAmW 1.1MSEMAM JDIMSSNALLBE 1. COWNCTON JDMI$ TD BE A MINMWY OF 1 1/2 DEEP, C/C. E]{PANSWN JOINTS TO BE SFNEO WTNI PJdRK PER SPECRKATONS. f c CLEMAJID DMMMORTOAL IGTONOFSERLMT_ 2. SEE CONCRETE WMA SECTION FOR LOGTNIN OF JOINTS. ME RFAWRED TRENCH CROSSINGS. rvro(21NRE6M35MVLBE PUCMCa INUEMSTHROUGHWTTHECURBAN°GUTTER. YED EXCEPT AT EXPANSION JOINTS. 3. FULL DEPTH SEPAFWORS ARE NOT PERRI 2. (3 5 REBViS AT ALL ) $ PAVEMENT SECTION DETAIL 86.12 CURB AND GUTTER DETAIL � INTERGRAL SIDEWALK AND CURB DETAIL CONCRETE SIDEWALK DETAIL M5 Ts NIS NTS N N E o SIGNAGE TO IN REFLECTIVE ALUMINUM IEMNO AND SAES Im WITH OF 12 BORDER - GREEN WHITE SYMBCL ND V A, CROSS IMTCII BORDEi W-8 SIGN THE IWN015 gxCXGR0UNB0 N WHUTIE TWICM AT '1LCESSIBUTIY CWE Fan SPACES (R) -B) PENALTY SIGN WTTH WORDING AS w D, D. Iy Q W w Y O C G U A R)-11 1 SIGN {•(10011Y) TMP. REQUIRED W STATE M LAW ($250 FINE) (R)-1101) , 3 Mwm Ca1NOElE Ta �OF FEESM301H� a 2•x2'xi/4- SPOST MOH STEEL POST WELDED CCO COORDINATE PAW m m n COLOR WNH ARCHITECT Nr v 6• W DLLMN® RESERVED PARKING " A " "LLEE II'°�TEP`E FN ""°E RLNT D4U ,'D,LM. t-,• °;F% le• T(0.61 u) TED. 4-mP_) ' e $ y o CONCRETE w Oro u FoPoST DIE ENI OCOLIM, 4,0,,E W. 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GROUND WIRE SONOTUBE T E CONCRETE BASE 10'-3//- GROUND ROI f3 TIES AT 16' O.C. 2 W TIE O T CIRCLE DIMENSION SCHEDULE K 3'-6- Y 2'-6' Z 2' -0 - LIGHT POLE BASE DETAIL ° NTS o - f :\ I I bo II 113., to p: io 1 h.p II I I 1 ddI i.c P t, I Illl\ B i S 111 ; Br"iz I bt.. i® PROPOSED POPEVES I REST 6 AURMT (PROTOTYPE /2124 ) FOE 93).80 _ .G JI491�ee r%:=ice M H _ L _•i_ flAINAGE ANO IIiILItt EASEM 15'14 - '2,�'rts bMNA 0 Mb i1TILhY EASEWEN' A-< II 5 •� 6 l 3 6 1 '' 1 n 1� �� L , se, b. a., i> b.• Oh T4M-HS }.s .MH. S ss 3., 1.1 IE.s b., NYO00'W5Y 149A6 .., o1 t.1 b . b x, _ t Y.0 .. b. t.5 0.. o.. b o. b '.r b.: t 5 b : b , b : t a b.4 I POLE DOUBLE NUT W/ GROUND UNE INSIDE POLE LOCK WAS HER$ BASE PLATE COVER 2'-0- T OR 18- D0. CIR. FOR TYPE C /6 BARE COPPER Min. commm (P.V.c. GROUND WIRE SONOTUBE T E CONCRETE BASE 10'-3//- GROUND ROI f3 TIES AT 16' O.C. 2 W TIE O T CIRCLE DIMENSION SCHEDULE K 3'-6- Y 2'-6' Z 2' -0 - LIGHT POLE BASE DETAIL ° NTS o - f :\ I I l i.c P i® PROPOSED POPEVES I REST 6 AURMT (PROTOTYPE /2124 ) FOE 93).80 _ .G JI491�ee r%:=ice M H _ L _•i_ flAINAGE ANO IIiILItt EASEM 15'14 - '2,�'rts bMNA 0 Mb i1TILhY EASEWEN' A-< II 5 •� 6 l 3 6 1 '' 1 n 1� �� L , se, b. a., i> b.• Oh T4M-HS }.s .MH. S ss 3., 1.1 IE.s b., NYO00'W5Y 149A6 .., o1 t.1 b . b x, _ t Y.0 .. b. t.5 0.. o.. b o. b '.r b.: t 5 b : b , b : t a b.4 I POLE DOUBLE NUT W/ GROUND UNE INSIDE POLE LOCK WAS HER$ BASE PLATE COVER 2'-0- T OR 18- D0. CIR. FOR TYPE C /6 BARE COPPER Min. commm (P.V.c. GROUND WIRE SONOTUBE T E CONCRETE BASE 10'-3//- GROUND ROI f3 TIES AT 16' O.C. 2 W TIE O T CIRCLE DIMENSION SCHEDULE K 3'-6- Y 2'-6' Z 2' -0 - LIGHT POLE BASE DETAIL ° NTS o - f :\ I I l t.o b.; i.c b, t, Illl\ S 111 ; Br"iz I bt.. b a t., b, EII�i b.:^ 3altc bo v.c b.o t.c zo 1h •aN .,,� b � ,. fi.o ' c o o Illbn a b: t o b a c b.o ti I 5 44 Al t.o p Ii. I 1 a I` II II 2 .. II II bt II b / l R t , bo, j 2' W II II b.l by ai TIL: W 5.e b u I I blo �: II� ppppp 3.ry IL. b.Y b.o 20 I 9 Q 6 T 1].I- bil b o ii, '• jll 3My ., x le I v n F- I 5jn -- I I., b it bn Ileo t: to :. I . n s b.n lb n I I e 'oa I X0.1 4 II I ble t. I I� �1111p��I�I I I II o I I MIXINTWG mal (MH) VMIES. SEE FIXTURE UBEL 011 PUN. HORIZONTAL MEASUREMENR TAKEN ALONG A HORIZONTAL PIANE AT GRADE. BENCHMARKS: THE BASS OF EIEVAT)DNS HEREON IS — 1) SCRIBED N* W THE SOUTH SIDE OF LIGHTPOLE BASE 303 FEET EAST OF PANEM BUILDING. ELEVATION - 938.06 EEEF 2) TOP OF iCW NUT OF Fl NYDRMT IN THE NORM ISLWD OF PUKING IAT. 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ROUNDABOUT 04/133/,r 2\0.211 ® S aftc FLLLC[VIIIRH` ® 1RU3.VR'll MDINLoux oo>vfiwr � smFw•ua C i n Fauvwo 0 runieniwe a\w+ ® 1 waaxoarc rr flmfu —0 _ FMISi1MG}VNOi NW -- — IEIKGWY FPSFMEN} Warranty Information: 1.) 10 Year Warranty on GE 7100K LED Lighting 2.) 5 Year Warranty on GE Power Supplies 3.) 9 Year Warranty on 3M Vinyl mounted Second Surface 1" 10 a*3 aN arr Notes: Install toggle switch to operate (ON/OFF) in the horizontal position 2'-0" 81 I Routed .125" Alum. Face • Painted Orange N I ;4I M . IE--- .177" Acrylic Backer 1" Reveal PENDING RBI FINAL APPROVAL DESIGN SUBJECT TO CHANGE - "R" Vinyl Applied to ACM Skin I 8 3/4" POPEYES Channel Letters t 3mm ACM Skin -Wood Grain I to l O Disconnect Switch 1 'Located Opposite Access Panel Side Scale: 3/4"=1'-0" Copyright 02021 Allen Industries, Irlc. Client. This is an original, unpublished drawing, created M Allen POpeye'S Industries, Inc, This drawing is wbmitted to you in confidence for your use solely in connection with the project being planned # for you by Allen Industries. Inc. and is act to be shown to anyone outsMe your organization, nor used, reproduced, Address mpled or exhibited in any fashion whaisoever. The designs shown on dre drawing (except for any registered trademarks that may belong to a Omni of Allen Industries, Inc.) remain the ' properly ofAllen Industries, Inc. 1'-6" 1'-0" e Scale: 3/4"=1'-0" .080" Alum. Skin 'Side Panel to be Access Panel 1" Jewelite Trim Cap 3" Return 3M 3630-84 Tangerine Orange Jewelite Trim Cap 3mm ACM - Wood Grain O#7328 White Acrylic _Paint to Match Pantone 326C - Teal _Paint to Match Pantone 3564C -Orange All paint finishes to be Satin unless otherwise specified LED Internal Illumination DESIGN INTENT ONLY Engineering Required to Determine Actual Production & Installation Requirements t 4 Cabinet: Constructed w/Alum. Angle w1.080 Alum. &r 3mm ACM Skin Chicken: .125" Routed Alum. w/ Acrylic Backer POPEYES: Face: .1 77"Acrylic Face w/ 2nd Surface 3M Vinyl & 1" Jewelite Trim Cap Returns: .040" Alum. Coil Stock Painted Orange Backs: 3mm ACM - White Ilium: White LEDs as Required per Manufacturer, Remote Power Supplies Electrical: Actual Number of Circuits to be Determined by Licensed Electrical Contractor (1) 20 AMP Circuit, 120 Volts -All Wiring Shall be 12 GA Quantity: (1)ONE /H/6I///IYV�e//c.� yaO ULN gNp/OR OTMERAPPLICABLE LOSAL CODES.THIS INCLUDES PROPER CONNE TIONS �saeNaeeeextxsos\Jgyx� CM Ct23 No301 GROUNpING ANO 60NOINOOF THE SIGN. Issue Oate: e Description Initial # Datt Client Review Status 11/23/21 37 of 49 1 01114/22 Signage & Notation Updates ECW Allen Industries, Inc. requires that an approved File Name: 2 - - - drawing be obtained from the client prior to any Popsyes_2136 Building Layout R1 3 - - - production release or production release revision. _ - - ----- - - 4 - - Client Signature: Approval Date' Sales: Desion: PM: 5 - - House ECW KM 6 - FRW GuouG MIXING TO MLE PROJELrpN (e ANCHGREDLTSAMI— PER WSTNU SOGY ELECTRICAL CONTACTOR w•FLcwmua Exrw TDeL06EL... EFN. rel l'L VEAEGWLr 9ACw.mnEDA MRO&POOL9A PEAINEIEA ° N mTS®1�0.CR'RO/DE Ea) LwxnwwPPLEAro OEIFAMIN-NINOLMD9 S. INDLOCALODpNWLl9 ra 1 EXTER-leIOR POLE LIGHTS R— ,z �1 VEHICLE DETECTOR LOOP SECTION m.11 !e NIA 52.1 CRITICAL NOTES OGNo. SPEARM POST AND PRESELL MERU BOARD ALL COME FROM SIGNAGE SUPPLIER. SNIPPED TO WE FROM VENDOR TO BE ORDERED 12 WEEKS AHEAD OF INSTALL INSTALLED AND SCHEWLED OY ED. INSTALL TO BE SCREDULE A MW OF WEEKS BEFORE DESIRED DATE FOUNDAPON. DATA AND ELECTRICAL BY WM .. F W NATION MUST BE 2A' ASOYE GRADE ANCHOR BOLTS TO BE IN AN 010 PATTERN. INSTALL BY GC TO BE CIXRlETEO PRIOR TO IAWNG BW ONSITE THESE DRAWINGS ARE INTENDED TO BE RENEWED IN CONJUNCTION WON THE COMB INSTALL DETAILS. You LMNOT RELY ON THESE DRAWINGS ALONE FOR ASUMESSPUL Y6TAUATION z� R nDxt AwRw.DEGE '� Y i,. LCW E}EC}O(pEs M} LLME IXN sLTLAE IGW DF A. DPAE YNN YMFIXAE z� o OMr- oRAEAs TI'N6 FIgH XlE' MND NN�w�DA� 0 ocNwaATESTnarnsr,u ¢ �z CONCRETE I�.�11I VETE PAID�I lir'.4 DETECTOR KI LOOP �1 VEHICLE DETECTOR LOOP SECTION m.11 !e NIA 52.1 CRITICAL NOTES OGNo. SPEARM POST AND PRESELL MERU BOARD ALL COME FROM SIGNAGE SUPPLIER. SNIPPED TO WE FROM VENDOR TO BE ORDERED 12 WEEKS AHEAD OF INSTALL INSTALLED AND SCHEWLED OY ED. INSTALL TO BE SCREDULE A MW OF WEEKS BEFORE DESIRED DATE FOUNDAPON. DATA AND ELECTRICAL BY WM .. F W NATION MUST BE 2A' ASOYE GRADE ANCHOR BOLTS TO BE IN AN 010 PATTERN. INSTALL BY GC TO BE CIXRlETEO PRIOR TO IAWNG BW ONSITE THESE DRAWINGS ARE INTENDED TO BE RENEWED IN CONJUNCTION WON THE COMB INSTALL DETAILS. You LMNOT RELY ON THESE DRAWINGS ALONE FOR ASUMESSPUL Y6TAUATION z� R __ Ir 11' AwRw.DEGE '� Y i,. _ YI. sLTLAE IGW DF A. DPAE YNN z� o II NN�w�DA� 0 -f 1; 11� �. ¢ �z `,y I�.�11I IALr BsmEn lir'.4 LONG'.M.GG KI Z z_ I, NrEMENED &Zmax 0 <i .. ,OErumm�� //M� 5 .'.I _ _ NAATE NT (L I T miX CEN�iER � 3 ' 5 ;; . • _ t —7' RRANNIi'HE RAN EEwDENRs rur NewT WLR ro x • �"-^ AIEABIr/ASE.I. ReYsuns: CM�,TNN TMccouNOD.1E NliH LPROAaER 2. EDRr Pi ILEWIDMSMYNEI E =''• k PN0j. NO.: 082454 • ERA TOENA IO'A421 02117122 i1 SPEAKER POST DETAIL soRCUOss Skeet Nana: MENU SIGN DETAILS � EOSTOPCCOuuCOpTETU SINGLE DOUBLE � ��_ DRIVE-THRU WIND LOAD: I i2DTIGITA 1 DL PRE -SELL MENU BOARD z scuE: Im.ra INTEGRATED SPEARERNENU BARD SPEMERSASE APPRO.. BRADS LOOP LCDHDUG FROM SUPPORTS INSIDE BUILDING 9 WA 6 NIA sx i�1 solaDT DIGITAL MENU BOARD x: I.r•Iv (4) TYPICIr=ra DOUBLE DT MENU BOARD LAYOUT g.,.. AL to FOUNDATION DETAIL A DIGITAL MENU BOARD x.1 scME Is-ra NOTES: 1. SIGNAGE VENDOR TO DETERMINE NUMBER OF DIRECTIONAL SIGNS AND LOCATIONS (SITE VERIFY) 2. EXISTING POST FOR PYLON SIGN TO BE RE -USED AND REPAINTED. COLOUR: PAINTED BLACK GLOSS GENERAL NOTES 1. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2 DESIGNS ME PER 15 PSF WIND WADS WERIFY LOCK W WANDSOILCONDITIONS). 1 ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLD YELLOW AND FVXNISNED BY GENERAL CONTRACTOR NOTES: DETAILS FOR REFERENCE ONLY. COORDINATE WITH SITE PLAN DRAWING FOR EXACT REQUIREMENTS. 6-x*n ui WOOLPEPT HRTnVn ENOnaENNP I NMEMA. 1815 SouOI Meyers Road Suite 950 Oakbrook TeTTace, IL 80181 630.434.91/80 FAX: 630.495.3731 4DO PERIMETER CENTER TE SURE TODD ATLANTA, GA 30346 404-0594450 G o I YNN z� LL U 0 ¢ �z `,y �ouotj R.see F- W Z z_ Y _ <i I I ,OErumm�� //M� Q i 0 Q LL (L _I p x w O 5 ;; = O�a H J o 0 ReYsuns: xn omIMIMN. EN: =''• k PN0j. NO.: 082454 Date: 02117122 i1 SPEAKER POST DETAIL soRCUOss Skeet Nana: MENU SIGN DETAILS SINGLE DOUBLE WIND LOAD: DRIVE-THRU WIND LOAD: WIND LOAD: MI MPH IMOSI_o511w AS2.1 MPHIMDETM) 150MRI(ASCET.E) 115 MPH (ASCE 7-10) to W.(ASGE'IDI 192 MPH04CET-1G) —� FOUNDATION QUM FOUNDATION DETAIL FOUNDATION DETAI4 F A ,awm SII -IA SII - .1 .allo.,.N L-1 " 1—re11 .1�1 1==1 to FOUNDATION DETAIL A DIGITAL MENU BOARD x.1 scME Is-ra NOTES: 1. SIGNAGE VENDOR TO DETERMINE NUMBER OF DIRECTIONAL SIGNS AND LOCATIONS (SITE VERIFY) 2. EXISTING POST FOR PYLON SIGN TO BE RE -USED AND REPAINTED. COLOUR: PAINTED BLACK GLOSS GENERAL NOTES 1. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2 DESIGNS ME PER 15 PSF WIND WADS WERIFY LOCK W WANDSOILCONDITIONS). 1 ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLD YELLOW AND FVXNISNED BY GENERAL CONTRACTOR NOTES: DETAILS FOR REFERENCE ONLY. COORDINATE WITH SITE PLAN DRAWING FOR EXACT REQUIREMENTS. 6-x*n ui WOOLPEPT HRTnVn ENOnaENNP I NMEMA. 1815 SouOI Meyers Road Suite 950 Oakbrook TeTTace, IL 80181 630.434.91/80 FAX: 630.495.3731 4DO PERIMETER CENTER TE SURE TODD ATLANTA, GA 30346 404-0594450 G o I YNN z� LL U 0 �z w Q U F- W Z z_ Y _ <i //M� Q i 0 Q LL (L v_� p x w O 5 ;; = O�a H J o 0 ReYsuns: xn omIMIMN. EN: PN0j. NO.: 082454 Date: 02117122 0. by: SWRC Skeet Nana: MENU SIGN DETAILS SINGLE DOUBLE DRIVE-THRU Steel No: AS2.1 .1 1[0 EMTHGIRE PREFINISHED TRW SURROUND �s1 GATE DETAIL AT REAR ENCLOSURE SMS CONTINUOUS BASE M SPECIFIED - STPBILURSUBG1u0E MSPECIFIED — 41 DT l OUT BYPASS LANE I%4 FIASTIC LUMBER FRWE Y.1fY SO. TOP RAK 2 -IN. I%O PLASTIC LUMBER(VERT). -L �1 FLASHING DETAIL WlH STOP(PRECAST) 5 I •Iv CONCPETE GOP ROUNDED . SPLIT FACE a PNNTEDCUCR: 'L1CCN4 BROWN'$EE EMEMOR FINSH SCHEDULE PAVEMENT SURFACE FINISH GINI B WURSE W/ (I)FSCONT-GROUT SOLIDr CLIU.Ms VERTICALREEI 3YO.C. HORQ. REEF. `IrOC W THICK POLAR IN PLACE SUBMD W'6 - '...W. WM.W.M.OHr� '..xoG.SE SLOPE IM' PERFT BOTTOM L X91 DUMPSTER WALL SECTION BB x.la SA' S4' 1' OWSTEAGRW ROG WNR FNNTEDCON 1E VERIFY W -PLANT ER4 N _ WIDTNFORINSMT AT TXISMFA LOCNTpX � b 6. LONG MOP FOD GUIDE ONC CONCRETE x IV -PAINTFPJ b EWG as FPOUTINOOTS( TOPOFCONCRETEPAVING 11/1—DI0.DAME.HGI£IN O GMMETE DRIVE s DROP ROD DETAIL 9.) 6GlE Ye'•�Y �s1 GATE DETAIL AT REAR ENCLOSURE SMS CONTINUOUS BASE M SPECIFIED - STPBILURSUBG1u0E MSPECIFIED — 41 DT l OUT BYPASS LANE I%4 FIASTIC LUMBER FRWE Y.1fY SO. TOP RAK 2 -IN. I%O PLASTIC LUMBER(VERT). -L �1 FLASHING DETAIL WlH STOP(PRECAST) 5 I •Iv CONCPETE GOP ROUNDED . SPLIT FACE a PNNTEDCUCR: 'L1CCN4 BROWN'$EE EMEMOR FINSH SCHEDULE PAVEMENT SURFACE FINISH GINI B WURSE W/ (I)FSCONT-GROUT SOLIDr CLIU.Ms VERTICALREEI 3YO.C. HORQ. REEF. `IrOC W THICK POLAR IN PLACE SUBMD W'6 - '...W. WM.W.M.OHr� '..xoG.SE SLOPE IM' PERFT BOTTOM L X91 DUMPSTER WALL SECTION BB x.la .DIA PLANTED STE fN- POST:TYO PONS Q1 STANDARD DUMPSTER ENCLOSURE x ,m.a MD sz. DR ENCLOSURE & GATE EXT. ELEV. wLa xUMP.laSTE –;K!UEDVlCONETETOP lw OF PIF£;6'PBOVESIAB. RE09 FOOTING: 2{I M, xP DEEP.RYP.) i31 DUMPSTER ENCLOSURE & GATE INT. ELEV. BY. 6 ZL 10",•V DOUBLE GATES WITH PREFINISHED I%e LUMBER MEATHERED W000I SEWRETOSTEMPRAME WBHTHRU9UTED CMRNGE BOLTS -4 PER BOUND FLAMED STEEL WTE PO52 rmICAL IPAWr EP<) PREFINISHED I%4 PLASTIC LUMBER(WFATHERED WOOD FRAME PLANTED STEEL POST CF,4 PANT COOLORLOREEPA COLIARHWOESWELOEOTO WTEFPANEITPPaADD GREMEFITTINGSATEA HINGE4REASE HINGES AFIERPAINTNGI 3K'X S$' PLANTED STEEL TUBE WTEFRAME-PAIMCOLOR EPd VOUk PLANTED STEEL PIPE POSTE SIDE-PANTEP4 lY2tc II' PMNTEO STEEL BRACE-PNNTCUOREP4 LCCKNGSUPPCRTCOLVR FOR HINGE -PAINT COLOR EP4 z[E PREFINISHED PLASTIC LUMBER (TYPICAL) ATTAMEOTOSTE6 FMME &x--4 i a %A WOOLPEPT NCxNe4�VM[Naw[eMxpl4[MFAnAL 1815 SDutb Mayen Road Suite 950 Oakbrook Tarraw, IL 801St 830.424.9080 FAX: 63040D5.3731 1*1 400 PERIMETER CENTER TERRACE SUITE 1000 ATLANTA, GA 30345 404-059-0450 x r (1 Z Y :g LL JZ �/^1 W 7 i V / Z , U F = w O W ` U 0z Z / S2 Z I = Y ?3 YWQ�� C� ¢ i a Q LL Go 0a x LU O wi S 0 Go 0 RemsbOs: Ilx eNRyLT: Deb: Proj. No.: 062454 Date: OV17122 D. bo.. SWRC Shad Nam SITE DETAILS - TRASH ENCLOSURE WOOD Sheet No'. AS2.2 SA' S4' CME BOLT INSERT. PROVIDE BUCK WNR FNNTEDCON 1E VERIFY W _ WIDTNFORINSMT AT TXISMFA LOCNTpX � b ONC CONCRETE x IV EWG as FPOUTINOOTS( O / PLASTIC / TE GATE / "i SEE DEfNt SDI OPIIOWLL FLOOR gUINAS EROD. BY / n [10'8 LOGLLODE. / Ir PALL'.F I'D4l-.LONG GNLV.PPEEMBEODED IN / CIX4FOR CPNFBWi(1YP. / \OF [)) SLOPE IF O.0 \CTHICKP.CC \ \ $MBWrrxr. \ IWmA w .GRAVELS0.5E� SAS4 CAKE BUT INSERT \ (WENPWITgNt-\ — I .DIA PLANTED STE fN- POST:TYO PONS Q1 STANDARD DUMPSTER ENCLOSURE x ,m.a MD sz. DR ENCLOSURE & GATE EXT. ELEV. wLa xUMP.laSTE –;K!UEDVlCONETETOP lw OF PIF£;6'PBOVESIAB. RE09 FOOTING: 2{I M, xP DEEP.RYP.) i31 DUMPSTER ENCLOSURE & GATE INT. ELEV. BY. 6 ZL 10",•V DOUBLE GATES WITH PREFINISHED I%e LUMBER MEATHERED W000I SEWRETOSTEMPRAME WBHTHRU9UTED CMRNGE BOLTS -4 PER BOUND FLAMED STEEL WTE PO52 rmICAL IPAWr EP<) PREFINISHED I%4 PLASTIC LUMBER(WFATHERED WOOD FRAME PLANTED STEEL POST CF,4 PANT COOLORLOREEPA COLIARHWOESWELOEOTO WTEFPANEITPPaADD GREMEFITTINGSATEA HINGE4REASE HINGES AFIERPAINTNGI 3K'X S$' PLANTED STEEL TUBE WTEFRAME-PAIMCOLOR EPd VOUk PLANTED STEEL PIPE POSTE SIDE-PANTEP4 lY2tc II' PMNTEO STEEL BRACE-PNNTCUOREP4 LCCKNGSUPPCRTCOLVR FOR HINGE -PAINT COLOR EP4 z[E PREFINISHED PLASTIC LUMBER (TYPICAL) ATTAMEOTOSTE6 FMME &x--4 i a %A WOOLPEPT NCxNe4�VM[Naw[eMxpl4[MFAnAL 1815 SDutb Mayen Road Suite 950 Oakbrook Tarraw, IL 801St 830.424.9080 FAX: 63040D5.3731 1*1 400 PERIMETER CENTER TERRACE SUITE 1000 ATLANTA, GA 30345 404-059-0450 x r (1 Z Y :g LL JZ �/^1 W 7 i V / Z , U F = w O W ` U 0z Z / S2 Z I = Y ?3 YWQ�� C� ¢ i a Q LL Go 0a x LU O wi S 0 Go 0 RemsbOs: Ilx eNRyLT: Deb: Proj. No.: 062454 Date: OV17122 D. bo.. SWRC Shad Nam SITE DETAILS - TRASH ENCLOSURE WOOD Sheet No'. AS2.2 C I 1 1 EP -1 MICS AND II*S PANNI CGPIN4 BENJAMIN MOORE OC -125 MOONLIGHT WHITE EB -2 NICHIHA FIBER CEMENT WHITE WASH PAINTED EP—I VINTAGE BRICK METAL CANOPY TEAL EP -2 NICK TOWER COPING BENJAMIN MOORE 2105-20 ROOT BEER CANDY low" EB -1 NICHIHA FIBER CEMENT VINTAGE BRICK ALEXANDRIA BUFF METAL CANOPY ORANGE EP -3 I.; A I r,.:, I, n ,n Es3 pt: 141 tlAI BENJAMIN MOORE HC -170 STONINGTON GREY EF -1 NICHIHA FIBER CEMENT VINTAGE WOOD CEDAR land ppMMMRr.^---� I x.. I o.. I DPVIM I PROJECT NORTH IESIGN GUIDELINE ONLY- NOT FOR PERMIT OR CONSTRUCTION THESE DOCUMENTS MUST BE COMPLETED AND OR MODIFIED BY A LICENSED ARCHITECT AND ENGINEER TO CONFORM TO ALL APPLICPHLE CODES, AND SPECIFIC SITE CONDITIONS, THERE S NO WARRANTY, WHETHER IMPLIED OR 'XPRESSED THAT THESE DOCUMENTS MEET THE APPLICABLE CODE RECOIREMENTS. O LIABILITY FOR THE DESIGN AND ANY USE OF 2 THE DOCUMENTS IS THE SOLE RESPONSIBILITY W OF THE ARCHITECT AND ENGINEER OF RECORD. O N CmMsry LCPo }fir o b. Tro US 2124 PROTOTYPE 2124-21 PROTOTYPE 2124 (U.S.) CITY. STATE o�.loq re. EXTERIOR ELEVATIONS so. 1/4-=1'-O- OCT 2021 p,J RF xx A5 EQUIPMENT PLAN NOTE I.ffSRESPOPSO U -OF GO. .E0 CwFNx OEUhRY, IxILMTxO. Po µ UV WVX OF MAS. R SBPlJ5B ATAIENEgfM W. S. ALL NfGEn EBJPUENT TO BE M7u1FB PE PER W FEOTUIERS BPEOflLA,Cx3. S.OEwRNEN..UPREO BY OWNEN ANO Ix5TAL1E0 BY .-T. a POP wNNO RB]M FU.HTUiE SEE OECW PACIUGE. MTABT EEEW VEBOA 1OPBETAUS. 5. PACT .1 OPPEMNO FB E.PNO CO?ipIMTE THAI NE NiEM]R M'O EMR CO ...I➢P PFO.E...1 AS IO LK .. B. NOTE 6 xE5KH9fi5 I OF ME0.0 TO..R TE LEN ,UxplArw u woY UP MO xEFIDvu OF MASH OF.0 bwER wroUEO PBSu iDi MFExr. I , A5. mcxcx EawIRESB To BE MTFUED es Pw MANU.PERG BPE..B. I MOOR. UBSUwNEO BY ONMERUN NaTµUD BY GENEA-WIIRSOTOR. 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AmlNsruL sr pM vElmcALBIwuTFn vwaD BIATa.REFAS TO FDPEYES Ni3TFA SCHEDOO, p SAM SCNCE DDMIHG PET£Rro DEGTWGI9OIEWIE ® CDHCAETEODEWAIILIBVGC NSFMTG&TEF`AGL O HOWNITN MOOT GRAIN ENNOM CANOPYWAY MAL VERTICAL SX9WZIXITAL aM9ORTa&WWLY m&DN COMPANY -G xGIBY OC. AMlSSMD UO TAINT OCGE FMTME - _- �-421 \A/ WOOLPEPT ANTNT'S"NiENMNEENNo I. .TN 1615 South Meyers Road Suite 950 Oakbrook Terrace, IL 60161 630.424.9060 FAX: 630.495.3731 400 PERIMETER CENTER TERRACE SURE 1000 ATIANTA, Cao 30;146 404159-0450 r O2 Y �2 cK �z O Z w= U) Lu 1 1 I= w O Z 1..1.E z GG GG Y W Q Z WOx d _cf) w� F m W w d = n F J .0 REry9006 P.J. No.: 062454 Dale: 02/17/22 Drown by, SMmC Sheet Name: EXTERIOR ELEVATIONS SAeu No: A5 PROPOSED REAR ELEVATION .1 3CME IN'�1'.p P Tro TIXYET Tro vAAMET Rea wswaEa ns , Om Q LGVWM Lq 1whP E1'.p ThI RRW4Er AC USGf CfL( IF'tl o X10 OFp A, Sb' O M 1 SO.ya .011 SEEM O O R1 IB ED PROPOSED SIDE ELEVATION 5J acnLe NF�T.P 1_ _ - - 1-. L _ s... _. ED '.�-..�'1.s�-L?YC � � IH Emir C s y r I � 1 IAAj eyes LOUISIANA KITCHEN Rloop-• --� A y � e � � r wv AO ., �---rii:�• = ate. r r Nr Ri�1Yf r RR�r J rir R n lr r is `i wIL IL ''�—�''t k• i . • 1 \ • 'l f J er, if 4- City of Oak Park Heights 14168 Oak Park Blvd N.•Oak Park Heights,MN 55082•Phone(651)439-4439•Fax 439-0574 Memorandum To: Eric Johnson, City Administrator Cc: Scott Richards, City Planner, Julie Hultman, Building Official From: Lisa Danielson, City Arborist Date: 5/25/2022 Re: Popeye's Louisiana Chicken Landscape Plan Review I have reviewed the landscape plans submitted by Woolpert for the Popeye's Louisiana Chicken plans dated 5/10/2022. The following includes my comments and/or recommendations: Landscape Plan (Sheet No. C500) The overall design of the plan is attractive and will complement the building well.The plan includes an acceptable species selection of deciduous trees, evergreen trees, evergreen shrubs and groundcover grasses to be installed ((207) plantings total). The plants included in the plan are hardy under local growing conditions, tolerant and/or resistant to major insect and disease problems and fairly low maintenance. All plant sizes, root and container classes included in the plan conform to the City of Oak Park Heights zoning ordinance requirements. Landscape Details (Sheet No. C500) Planting Notes/Planting Detail The landscape notes and planting detail submitted is incomplete. Please include the following items on the final plans: 1. All trees must be landscape grade trees of good form and structure not Park Grade trees. Trees with poor form will be more prone to storm damage and failure in the future. Please include this in the planting notes. 2. Burlap, wire and all rope must be removed from the top 12" of the root ball on all trees. TREE CITY U.S.A. 3. All trees must be straight and not need staking after planting. Contractor shall stake trees only if the tree(s) begin to lean within the guarantee period, please include this in the final planting notes. 4. The landscape contractor is required to plant trees and shrubs according to the approved planting detail diagrams and landscape notes submitted with the final approved landscape plan. This will be checked after planting and any deviations from the plans must be corrected before the landscaping will be approved by the City, this needs to be noted in the final plans. 5. Planting detail diagrams must be included on the plan sheet(s)for: -Deciduous Trees -Evergreen Trees -Shrubs -Perennials -Maintenance Strip(Sod edge, seeding, landscape edging, mulch) 6. Contractors doing any type of tree work must secure a City of Oak Park Heights Tree Worker's License for 2022 from the City of Oak Park Heights Building Department. All required documents must be submitted with the application. 7. The City Arborist will conduct an Initial Landscape Inspection after all plants/trees, mulch, ect. have been installed. 8. The City Arborist will conduct a Final Landscape Inspection typically (1) year after installation, at the end of the plant guarantee period. For Final Acceptance of Installation and Landscape Plants the specified planting procedures must have been followed and all plants must be alive and in good condition at the end of the plant guarantee period. Please contact me if you have any questions regarding this landscape plan review. Please feel free to forward my comments to the development team for this project. 2 TREE CITY U.S.A. Stantec Consulting Services Inc. Stantec 733 Marquette Avenue Suite 1000,Minneapolis MN 55402-2309 June 1, 2022 File: 193800151 Attention: Mr. Eric Johnson City of Oak Park Heights 14168 Oak Park Blvd. Oak Park Height, MN 55082 Reference: Popeyes Plan Review Dear Eric: We have reviewed the plans dated 5-10-2022 for the proposed Popeyes project. Following are our comments and recommendations: 1. Improvements in the City Right-of-Way and City utilities shall be per the City's Standard Detail Plates. 2. The watermain, hydrant, sanitary sewer and storm sewer that serve the site will be private and maintained by the owner. 3. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. General Comments 1. The City reserves the right to inspect the construction of the project. The City or its designee shall be present for water and sanitary sewer service connections to the City's systems. 2. The Owner will need to comply with all requirements of the NPDES Construction Stormwater Permit and Browns Creek Watershed District. The City reserves the right to require additional erosion control measures as determined/necessary during the construction of the project. 3. Review of issues related to parking, lighting, landscaping,fire department access or the buildings is by others. 4. The Owner shall be responsible for obtaining all required permits. 5. Utility construction and any improvements in the right-of-way need to conform to the City's Standard Detail Plates. The City's details can be provided by request. If you have any questions or require further information, please do not hesitate to contact me. Design win community in nrnd June 1,2022 Mr. Eric Johnson Page 2 of 2 Reference: Popeyes Plan Review Regards, Stantec Consulting Services Inc. Lee M. Mann, PE MN,WI,CA Principal Phone:612-712-2085 Lee.Mann@stantec.com c. file Julie Hultman,Building Official Andrew Kegley, Director of Public Works Scott Richards,City Planner Kevin Sandstrom,City Attorney Design w to community'in mind